Methode der finiten Elemente in der Festigkeitslehre
Autor*in: |
Hahn, Hans Georg - 1929- [verfasserIn] |
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Format: |
Buch |
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Sprache: |
Deutsch |
Erschienen: |
Wiesbaden: Akad. Verl.-Ges. ; 1982 |
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Ausgabe: |
2. Aufl., (unveränd. Nachdr. der 1. Aufl.) |
Schlagwörter: |
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Systematik: |
|
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Anmerkung: |
Literaturverz. S. [448] - 456 |
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Umfang: |
XV, 460 S. ; graph. Darst. |
Links: | |
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ISBN: |
3-400-00208-9 |
Katalog-ID: |
025260499 |
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245 | 1 | 0 | |a Methode der finiten Elemente in der Festigkeitslehre |c H. G. Hahn |
246 | 1 | |i Nebent. |a Finite Elemente in der Festigkeitslehre | |
246 | 3 | 3 | |a Finite Elemente in der Festigkeitslehre |
250 | |a 2. Aufl., (unveränd. Nachdr. der 1. Aufl.) | ||
264 | 1 | |a Wiesbaden |b Akad. Verl.-Ges. |c 1982 | |
300 | |a XV, 460 S. |b graph. Darst. | ||
336 | |a Text |b txt |2 rdacontent | ||
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500 | |a Literaturverz. S. [448] - 456 | ||
650 | 4 | |a Festigkeitslehre | |
650 | 4 | |a Finite-Element-Methode | |
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1982 |
allfields |
82,N17,0195 dnb 83,A10,0740 dnb 820476420 DE-101 3400002089 3-400-00208-9 (DE-627)025260499 (DE-576)029583179 (DE-599)GBV025260499 (OCoLC)74510797 (OCoLC)74510797 DE-627 ger DE-627 rakwb ger XA-DDDE SK 910 rvk (DE-625)rvk/143270: ZI 3310 rvk (DE-625)rvk/156381: 50.31 bkl Hahn, Hans Georg 1929- verfasserin (DE-588)118110020 (DE-627)079248675 (DE-576)29171983X aut Methode der finiten Elemente in der Festigkeitslehre H. G. Hahn Nebent. Finite Elemente in der Festigkeitslehre Finite Elemente in der Festigkeitslehre 2. Aufl., (unveränd. Nachdr. der 1. Aufl.) Wiesbaden Akad. Verl.-Ges. 1982 XV, 460 S. graph. Darst. Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Literaturverz. S. [448] - 456 Festigkeitslehre Finite-Element-Methode https://external.dandelon.com/download/attachments/dandelon/ids/DE0015ECB0C7A69C92611C1257276003EACF2.pdf V:DE-601 X:AGI pdf/application 2014-12-27 Verlag Inhaltsverzeichnis GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_22 ISIL_DE-18 GBV_ILN_22_i04712 GBV_ILN_22_i26311 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_32 ISIL_DE-Ilm1 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_65_a021 GBV_ILN_70 ISIL_DE-89 GBV_ILN_91 ISIL_DE-HIL3 GBV_ILN_140 ISIL_DE-839 GBV_ILN_150 ISIL_DE-J59 GBV_ILN_152 ISIL_DE-Shm2 GBV_ILN_160 ISIL_DE-755 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2012 ISIL_DE-16-7 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-100 ISIL_DE-93-83 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2055 ISIL_DE-840 GBV_ILN_2063 ISIL_DE-951 GBV_ILN_2064 ISIL_DE-953 GBV_ILN_2119 ISIL_DE-943 GBV_ILN_2129 ISIL_DE-988 ISIL_DE-Ofb1 GBV_ILN_2149 ISIL_DE-Loer2 GBV_ILN_2232 ISIL_DE-Stg258 Blocktest SK 910 Numerische Methoden der Konvergenzbeschleunigung, Iteration Mathematik Monografien Numerische Mathematik Numerische Methoden der Konvergenzbeschleunigung, Iteration (DE-627)1270927248 (DE-625)rvk/143270: (DE-576)200927248 ZI 3310 Finite-Elemente-Methode, Datenverarbeitung in der Statik Technik Bauingenieurwesen Baupraxis, Bauausführung Finite-Elemente-Methode, Datenverarbeitung in der Statik (DE-627)1271472848 (DE-625)rvk/156381: (DE-576)201472848 50.31 Technische Mechanik (DE-627)10642050X BO 20 01 0084 1545525447 00 N0 A I 212 i --%%-- riN0 11-06-15 21 01 0046 157161595 00 TB BHV tec 120/6(2) u --%%-- rba 21-09-95 21 02 0046 157161609 00 TB BHV tec 120/6a(2) u --%%-- rba 21-09-95 21 03 0046 314217851 00 E02 a ing 056 sd/522a u --%%-- unc_202303 rza 16-04-72 22 01 0018 602112443 00 18/269 02.60 Hah 2.A i --%%-- Standort : Bahrenfeld zi04712 21-05-03 22 02 0018 861490967 00 18/263 2 Hah 4750/1(2) i --%%-- zi26311 25-02-08 23 01 0830 162586078 00 24 2488-5955 u --%%-- zu 15-01-90 23 02 0830 162586086 00 24 2490-9679 u --%%-- zu 15-01-90 23 03 0830 162586094 00 24 2470-4117 u --%%-- zu 15-01-90 23 04 830/001 085615862 00 TBS STA 720/6-2.Aufl. u --%%-- zs 15-01-90 31 02 0027 150847416 00 J 50 MAT:NA:3660:Hah::1982 d --%%-- 09 --%%-- 93 NA 19318/1 --%%-- --%%-- z 01-01-95 31 03 0027 150847424 00 Mag 2012 NA 11260 u --%%-- r 01-01-95 32 01 3400 146565584 00 55 PHY UF 1800 H148(2) u --%%-- k 10-09-99 62 01 0028 26913641X 00 28/BB1 SK 910 H148(2) u --%%-- 09 --%%-- 92 A 4381 --%%-- --%%-- zi008 16-01-98 65 01 3/4 136622895 00 Ha 4 SK 910 109<2> u --%%-- 08 Ha 4 PH 5.6.2 S 9907 --%%-- --%%-- ra021 25-02-00 70 01 0089 033949972 00 L tec 116 AF 542,2 --%%-- --%%-- 09 --%%-- AF 542,2 --%%-- --%%-- n 21-06-83 91 01 3091/1 251584429 00 N COM 0720/13 (2) u --%%-- zm 15-02-17 140 01 0839 158942825 00 --%%-- BGC 136,2 u --%%-- z 18-10-95 150 01 3406 402016564 00 --%%-- 50.31,172-00/11696 u --%%-- z 31-08-00 152 01 3405 388520817 00 A Ma 760 4522/92 u --%%-- k 09-05-00 152 02 3405 388520825 00 A Ma 760 4523/92 u --%%-- k 09-05-00 160 01 0755 126662665 00 --%%-- WCG / Hah c --%%-- k 01-06-94 370 01 4370 064369110 00 OG ZI 3330 005 (2) u --%%-- 01 --%%-- Ch 617.a --%%-- --%%-- zi001 15-01-90 2006 01 DE-14 3134469073 00 --%%-- --%%-- --%%-- --%%-- l01 16-08-07 2010 01 DE-15 3134469170 00 --%%-- --%%-- v --%%-- l01 24-10-13 2012 01 DE-16-7 3134469243 00 --%%-- Hahn p --%%-- l01 17-12-03 2014 01 DE-90 3134469340 00 --%%-- 75 A 871(2) --%%-- --%%-- l01 23-07-93 2015 01 DE-93 3134469472 00 --%%-- --%%-- --%%-- l l01 21-08-92 2016 01 DE-93-100 3134469561 00 --%%-- 3.5 Hah p --%%-- l01 13-07-99 2016 02 DE-93-83 313446957X 00 --%%-- Finite Elemente p --%%-- Inv.Nr. Q 1.3461 l01 21-02-00 2048 01 DE-Zwi2 3134469669 00 --%%-- 25 783 --%%-- --%%-- 01 --%%-- UF 1800 H148 --%%-- --%%-- gr l01 13-05-96 2050 01 DE-Zi4 3134469758 00 --%%-- --%%-- --%%-- --%%-- he l01 02-12-94 2055 01 DE-840 313446988X 00 --%%-- 531. HAH --%%-- --%%-- H 38.577 l01 19-04-01 2063 01 DE-951 3134469960 00 --%%-- mech 1.1 48209 --%%-- l l01 09-08-00 2064 01 DE-953 3134470039 00 --%%-- UF 1800 7 --%%-- l l01 24-09-13 2119 01 DE-943 3134470128 00 --%%-- 531.6 Hah --%%-- --%%-- l01 24-11-93 2129 01 DE-988 3134470187 00 --%%-- Gc 010 p --%%-- l01 26-04-94 2129 02 DE-Ofb1 3134470195 00 --%%-- C 87/199/2. --%%-- --%%-- l01 25-08-93 2149 01 DE-Lör2 3134470276 00 --%%-- UF 1800 p --%%-- l01 14-12-00 2232 01 DE-Stg258 3134470357 00 --%%-- ZI 3310 Buch 2 p --%%-- l01 21-07-06 23 04 830/001 00 (DE-627)052006603 Elastizitätstheorie 23 04 830/001 01 (DE-627)051278480 Matrix 31 00 DE-27 00 Festigkeitslehre / Finite-Elemente-Methode 32 00 DE-Ilm1 00 FEM 62 00 DE-28 00 s Finite-Elemente-Methode 62 00 DE-28 00 s Festigkeitslehre 152 00 DE-Shm2 00 Festigkeit - Mechanik 152 00 DE-Shm2 01 Finite - Elemente - Methode 2129 02 DE-Ofb1 00 s (DE-627)130591225X Festigkeitslehre 2129 02 DE-Ofb1 00 s (DE-627)1306055776 Finite-Elemente-Methode 2149 01 DE-Lör2 00 s (DE-627)1308314124 Festigkeitslehre 2149 01 DE-Lör2 00 s (DE-627)1307964400 Finite Elemente Methode 21 00 DE-46 20 tec 120 21 00 DE-46 30 ing 056 21 00 DE-46 99 44 31 00 DE-27 00 MAT:NA:3660 32 00 DE-Ilm1 00 UF 1800 70 00 DE-89 00 tec 116 70 00 DE-89 01 mat 698 152 00 DE-Shm2 00 Ma 760 160 00 DE-755 00 WCG 2050 01 DE-Zi4 00 (DE-627)1296141594 UF 1800 H148(2) 2129 02 DE-Ofb1 00 (DE-627)1293040320 SK 910 21 01 0046 46A$000008214 21 02 0046 46A$000084417 21 03 0046 46$0008434476 22 01 0018 083349645 22 02 0018 105820958 28684 23 01 0830 830$24885955 00 23 02 0830 830$24909679 00 23 03 0830 830$24704117 00 23 04 830/001 830$84030753 00 31 02 0027 27$004865014 31 03 0027 27$020620195 32 01 3400 ILM1$00030560X 62 01 0028 28$004561783 65 01 3/4 3/21$00004878X 70 01 0089 89$102920966 00 91 01 3091/1 HIL3/1$0048518 140 01 0839 839$0219649 00 150 01 3406 0011696 152 01 3405 4522/92 152 02 3405 4523/92 160 01 0755 755$0558885 00 370 01 4370 HC033390 21 01 0046 b 6484 21 02 0046 b 10016 21 03 0046 ve 2494 22 01 0018 1983/44 22 02 0018 28684 23 04 830/001 7167 31 02 0027 A93/R/54129 31 03 0027 A93/R/54130 32 01 3400 93 A 3333 62 01 0028 28/008 1993/423 91 01 3091/1 930128 140 01 0839 89.4241 150 01 3406 00/11696 152 01 3405 4522/92 152 02 3405 4523/92 160 01 0755 55888 370 01 4370 89.692 2016 01 DE-93-100 Inv.-Nr.: h 179 21 03 0046 unc_202303 |
spelling |
82,N17,0195 dnb 83,A10,0740 dnb 820476420 DE-101 3400002089 3-400-00208-9 (DE-627)025260499 (DE-576)029583179 (DE-599)GBV025260499 (OCoLC)74510797 (OCoLC)74510797 DE-627 ger DE-627 rakwb ger XA-DDDE SK 910 rvk (DE-625)rvk/143270: ZI 3310 rvk (DE-625)rvk/156381: 50.31 bkl Hahn, Hans Georg 1929- verfasserin (DE-588)118110020 (DE-627)079248675 (DE-576)29171983X aut Methode der finiten Elemente in der Festigkeitslehre H. G. Hahn Nebent. Finite Elemente in der Festigkeitslehre Finite Elemente in der Festigkeitslehre 2. Aufl., (unveränd. Nachdr. der 1. Aufl.) Wiesbaden Akad. Verl.-Ges. 1982 XV, 460 S. graph. Darst. Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Literaturverz. S. [448] - 456 Festigkeitslehre Finite-Element-Methode https://external.dandelon.com/download/attachments/dandelon/ids/DE0015ECB0C7A69C92611C1257276003EACF2.pdf V:DE-601 X:AGI pdf/application 2014-12-27 Verlag Inhaltsverzeichnis GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_22 ISIL_DE-18 GBV_ILN_22_i04712 GBV_ILN_22_i26311 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_32 ISIL_DE-Ilm1 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_65_a021 GBV_ILN_70 ISIL_DE-89 GBV_ILN_91 ISIL_DE-HIL3 GBV_ILN_140 ISIL_DE-839 GBV_ILN_150 ISIL_DE-J59 GBV_ILN_152 ISIL_DE-Shm2 GBV_ILN_160 ISIL_DE-755 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2012 ISIL_DE-16-7 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-100 ISIL_DE-93-83 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2055 ISIL_DE-840 GBV_ILN_2063 ISIL_DE-951 GBV_ILN_2064 ISIL_DE-953 GBV_ILN_2119 ISIL_DE-943 GBV_ILN_2129 ISIL_DE-988 ISIL_DE-Ofb1 GBV_ILN_2149 ISIL_DE-Loer2 GBV_ILN_2232 ISIL_DE-Stg258 Blocktest SK 910 Numerische Methoden der Konvergenzbeschleunigung, Iteration Mathematik Monografien Numerische Mathematik Numerische Methoden der Konvergenzbeschleunigung, Iteration (DE-627)1270927248 (DE-625)rvk/143270: (DE-576)200927248 ZI 3310 Finite-Elemente-Methode, Datenverarbeitung in der Statik Technik Bauingenieurwesen Baupraxis, Bauausführung Finite-Elemente-Methode, Datenverarbeitung in der Statik (DE-627)1271472848 (DE-625)rvk/156381: (DE-576)201472848 50.31 Technische Mechanik (DE-627)10642050X BO 20 01 0084 1545525447 00 N0 A I 212 i --%%-- riN0 11-06-15 21 01 0046 157161595 00 TB BHV tec 120/6(2) u --%%-- rba 21-09-95 21 02 0046 157161609 00 TB BHV tec 120/6a(2) u --%%-- rba 21-09-95 21 03 0046 314217851 00 E02 a ing 056 sd/522a u --%%-- unc_202303 rza 16-04-72 22 01 0018 602112443 00 18/269 02.60 Hah 2.A i --%%-- Standort : Bahrenfeld zi04712 21-05-03 22 02 0018 861490967 00 18/263 2 Hah 4750/1(2) i --%%-- zi26311 25-02-08 23 01 0830 162586078 00 24 2488-5955 u --%%-- zu 15-01-90 23 02 0830 162586086 00 24 2490-9679 u --%%-- zu 15-01-90 23 03 0830 162586094 00 24 2470-4117 u --%%-- zu 15-01-90 23 04 830/001 085615862 00 TBS STA 720/6-2.Aufl. u --%%-- zs 15-01-90 31 02 0027 150847416 00 J 50 MAT:NA:3660:Hah::1982 d --%%-- 09 --%%-- 93 NA 19318/1 --%%-- --%%-- z 01-01-95 31 03 0027 150847424 00 Mag 2012 NA 11260 u --%%-- r 01-01-95 32 01 3400 146565584 00 55 PHY UF 1800 H148(2) u --%%-- k 10-09-99 62 01 0028 26913641X 00 28/BB1 SK 910 H148(2) u --%%-- 09 --%%-- 92 A 4381 --%%-- --%%-- zi008 16-01-98 65 01 3/4 136622895 00 Ha 4 SK 910 109<2> u --%%-- 08 Ha 4 PH 5.6.2 S 9907 --%%-- --%%-- ra021 25-02-00 70 01 0089 033949972 00 L tec 116 AF 542,2 --%%-- --%%-- 09 --%%-- AF 542,2 --%%-- --%%-- n 21-06-83 91 01 3091/1 251584429 00 N COM 0720/13 (2) u --%%-- zm 15-02-17 140 01 0839 158942825 00 --%%-- BGC 136,2 u --%%-- z 18-10-95 150 01 3406 402016564 00 --%%-- 50.31,172-00/11696 u --%%-- z 31-08-00 152 01 3405 388520817 00 A Ma 760 4522/92 u --%%-- k 09-05-00 152 02 3405 388520825 00 A Ma 760 4523/92 u --%%-- k 09-05-00 160 01 0755 126662665 00 --%%-- WCG / Hah c --%%-- k 01-06-94 370 01 4370 064369110 00 OG ZI 3330 005 (2) u --%%-- 01 --%%-- Ch 617.a --%%-- --%%-- zi001 15-01-90 2006 01 DE-14 3134469073 00 --%%-- --%%-- --%%-- --%%-- l01 16-08-07 2010 01 DE-15 3134469170 00 --%%-- --%%-- v --%%-- l01 24-10-13 2012 01 DE-16-7 3134469243 00 --%%-- Hahn p --%%-- l01 17-12-03 2014 01 DE-90 3134469340 00 --%%-- 75 A 871(2) --%%-- --%%-- l01 23-07-93 2015 01 DE-93 3134469472 00 --%%-- --%%-- --%%-- l l01 21-08-92 2016 01 DE-93-100 3134469561 00 --%%-- 3.5 Hah p --%%-- l01 13-07-99 2016 02 DE-93-83 313446957X 00 --%%-- Finite Elemente p --%%-- Inv.Nr. Q 1.3461 l01 21-02-00 2048 01 DE-Zwi2 3134469669 00 --%%-- 25 783 --%%-- --%%-- 01 --%%-- UF 1800 H148 --%%-- --%%-- gr l01 13-05-96 2050 01 DE-Zi4 3134469758 00 --%%-- --%%-- --%%-- --%%-- he l01 02-12-94 2055 01 DE-840 313446988X 00 --%%-- 531. HAH --%%-- --%%-- H 38.577 l01 19-04-01 2063 01 DE-951 3134469960 00 --%%-- mech 1.1 48209 --%%-- l l01 09-08-00 2064 01 DE-953 3134470039 00 --%%-- UF 1800 7 --%%-- l l01 24-09-13 2119 01 DE-943 3134470128 00 --%%-- 531.6 Hah --%%-- --%%-- l01 24-11-93 2129 01 DE-988 3134470187 00 --%%-- Gc 010 p --%%-- l01 26-04-94 2129 02 DE-Ofb1 3134470195 00 --%%-- C 87/199/2. --%%-- --%%-- l01 25-08-93 2149 01 DE-Lör2 3134470276 00 --%%-- UF 1800 p --%%-- l01 14-12-00 2232 01 DE-Stg258 3134470357 00 --%%-- ZI 3310 Buch 2 p --%%-- l01 21-07-06 23 04 830/001 00 (DE-627)052006603 Elastizitätstheorie 23 04 830/001 01 (DE-627)051278480 Matrix 31 00 DE-27 00 Festigkeitslehre / Finite-Elemente-Methode 32 00 DE-Ilm1 00 FEM 62 00 DE-28 00 s Finite-Elemente-Methode 62 00 DE-28 00 s Festigkeitslehre 152 00 DE-Shm2 00 Festigkeit - Mechanik 152 00 DE-Shm2 01 Finite - Elemente - Methode 2129 02 DE-Ofb1 00 s (DE-627)130591225X Festigkeitslehre 2129 02 DE-Ofb1 00 s (DE-627)1306055776 Finite-Elemente-Methode 2149 01 DE-Lör2 00 s (DE-627)1308314124 Festigkeitslehre 2149 01 DE-Lör2 00 s (DE-627)1307964400 Finite Elemente Methode 21 00 DE-46 20 tec 120 21 00 DE-46 30 ing 056 21 00 DE-46 99 44 31 00 DE-27 00 MAT:NA:3660 32 00 DE-Ilm1 00 UF 1800 70 00 DE-89 00 tec 116 70 00 DE-89 01 mat 698 152 00 DE-Shm2 00 Ma 760 160 00 DE-755 00 WCG 2050 01 DE-Zi4 00 (DE-627)1296141594 UF 1800 H148(2) 2129 02 DE-Ofb1 00 (DE-627)1293040320 SK 910 21 01 0046 46A$000008214 21 02 0046 46A$000084417 21 03 0046 46$0008434476 22 01 0018 083349645 22 02 0018 105820958 28684 23 01 0830 830$24885955 00 23 02 0830 830$24909679 00 23 03 0830 830$24704117 00 23 04 830/001 830$84030753 00 31 02 0027 27$004865014 31 03 0027 27$020620195 32 01 3400 ILM1$00030560X 62 01 0028 28$004561783 65 01 3/4 3/21$00004878X 70 01 0089 89$102920966 00 91 01 3091/1 HIL3/1$0048518 140 01 0839 839$0219649 00 150 01 3406 0011696 152 01 3405 4522/92 152 02 3405 4523/92 160 01 0755 755$0558885 00 370 01 4370 HC033390 21 01 0046 b 6484 21 02 0046 b 10016 21 03 0046 ve 2494 22 01 0018 1983/44 22 02 0018 28684 23 04 830/001 7167 31 02 0027 A93/R/54129 31 03 0027 A93/R/54130 32 01 3400 93 A 3333 62 01 0028 28/008 1993/423 91 01 3091/1 930128 140 01 0839 89.4241 150 01 3406 00/11696 152 01 3405 4522/92 152 02 3405 4523/92 160 01 0755 55888 370 01 4370 89.692 2016 01 DE-93-100 Inv.-Nr.: h 179 21 03 0046 unc_202303 |
allfields_unstemmed |
82,N17,0195 dnb 83,A10,0740 dnb 820476420 DE-101 3400002089 3-400-00208-9 (DE-627)025260499 (DE-576)029583179 (DE-599)GBV025260499 (OCoLC)74510797 (OCoLC)74510797 DE-627 ger DE-627 rakwb ger XA-DDDE SK 910 rvk (DE-625)rvk/143270: ZI 3310 rvk (DE-625)rvk/156381: 50.31 bkl Hahn, Hans Georg 1929- verfasserin (DE-588)118110020 (DE-627)079248675 (DE-576)29171983X aut Methode der finiten Elemente in der Festigkeitslehre H. G. Hahn Nebent. Finite Elemente in der Festigkeitslehre Finite Elemente in der Festigkeitslehre 2. Aufl., (unveränd. Nachdr. der 1. Aufl.) Wiesbaden Akad. Verl.-Ges. 1982 XV, 460 S. graph. Darst. Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Literaturverz. S. [448] - 456 Festigkeitslehre Finite-Element-Methode https://external.dandelon.com/download/attachments/dandelon/ids/DE0015ECB0C7A69C92611C1257276003EACF2.pdf V:DE-601 X:AGI pdf/application 2014-12-27 Verlag Inhaltsverzeichnis GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_22 ISIL_DE-18 GBV_ILN_22_i04712 GBV_ILN_22_i26311 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_32 ISIL_DE-Ilm1 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_65_a021 GBV_ILN_70 ISIL_DE-89 GBV_ILN_91 ISIL_DE-HIL3 GBV_ILN_140 ISIL_DE-839 GBV_ILN_150 ISIL_DE-J59 GBV_ILN_152 ISIL_DE-Shm2 GBV_ILN_160 ISIL_DE-755 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2012 ISIL_DE-16-7 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-100 ISIL_DE-93-83 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2055 ISIL_DE-840 GBV_ILN_2063 ISIL_DE-951 GBV_ILN_2064 ISIL_DE-953 GBV_ILN_2119 ISIL_DE-943 GBV_ILN_2129 ISIL_DE-988 ISIL_DE-Ofb1 GBV_ILN_2149 ISIL_DE-Loer2 GBV_ILN_2232 ISIL_DE-Stg258 Blocktest SK 910 Numerische Methoden der Konvergenzbeschleunigung, Iteration Mathematik Monografien Numerische Mathematik Numerische Methoden der Konvergenzbeschleunigung, Iteration (DE-627)1270927248 (DE-625)rvk/143270: (DE-576)200927248 ZI 3310 Finite-Elemente-Methode, Datenverarbeitung in der Statik Technik Bauingenieurwesen Baupraxis, Bauausführung Finite-Elemente-Methode, Datenverarbeitung in der Statik (DE-627)1271472848 (DE-625)rvk/156381: (DE-576)201472848 50.31 Technische Mechanik (DE-627)10642050X BO 20 01 0084 1545525447 00 N0 A I 212 i --%%-- riN0 11-06-15 21 01 0046 157161595 00 TB BHV tec 120/6(2) u --%%-- rba 21-09-95 21 02 0046 157161609 00 TB BHV tec 120/6a(2) u --%%-- rba 21-09-95 21 03 0046 314217851 00 E02 a ing 056 sd/522a u --%%-- unc_202303 rza 16-04-72 22 01 0018 602112443 00 18/269 02.60 Hah 2.A i --%%-- Standort : Bahrenfeld zi04712 21-05-03 22 02 0018 861490967 00 18/263 2 Hah 4750/1(2) i --%%-- zi26311 25-02-08 23 01 0830 162586078 00 24 2488-5955 u --%%-- zu 15-01-90 23 02 0830 162586086 00 24 2490-9679 u --%%-- zu 15-01-90 23 03 0830 162586094 00 24 2470-4117 u --%%-- zu 15-01-90 23 04 830/001 085615862 00 TBS STA 720/6-2.Aufl. u --%%-- zs 15-01-90 31 02 0027 150847416 00 J 50 MAT:NA:3660:Hah::1982 d --%%-- 09 --%%-- 93 NA 19318/1 --%%-- --%%-- z 01-01-95 31 03 0027 150847424 00 Mag 2012 NA 11260 u --%%-- r 01-01-95 32 01 3400 146565584 00 55 PHY UF 1800 H148(2) u --%%-- k 10-09-99 62 01 0028 26913641X 00 28/BB1 SK 910 H148(2) u --%%-- 09 --%%-- 92 A 4381 --%%-- --%%-- zi008 16-01-98 65 01 3/4 136622895 00 Ha 4 SK 910 109<2> u --%%-- 08 Ha 4 PH 5.6.2 S 9907 --%%-- --%%-- ra021 25-02-00 70 01 0089 033949972 00 L tec 116 AF 542,2 --%%-- --%%-- 09 --%%-- AF 542,2 --%%-- --%%-- n 21-06-83 91 01 3091/1 251584429 00 N COM 0720/13 (2) u --%%-- zm 15-02-17 140 01 0839 158942825 00 --%%-- BGC 136,2 u --%%-- z 18-10-95 150 01 3406 402016564 00 --%%-- 50.31,172-00/11696 u --%%-- z 31-08-00 152 01 3405 388520817 00 A Ma 760 4522/92 u --%%-- k 09-05-00 152 02 3405 388520825 00 A Ma 760 4523/92 u --%%-- k 09-05-00 160 01 0755 126662665 00 --%%-- WCG / Hah c --%%-- k 01-06-94 370 01 4370 064369110 00 OG ZI 3330 005 (2) u --%%-- 01 --%%-- Ch 617.a --%%-- --%%-- zi001 15-01-90 2006 01 DE-14 3134469073 00 --%%-- --%%-- --%%-- --%%-- l01 16-08-07 2010 01 DE-15 3134469170 00 --%%-- --%%-- v --%%-- l01 24-10-13 2012 01 DE-16-7 3134469243 00 --%%-- Hahn p --%%-- l01 17-12-03 2014 01 DE-90 3134469340 00 --%%-- 75 A 871(2) --%%-- --%%-- l01 23-07-93 2015 01 DE-93 3134469472 00 --%%-- --%%-- --%%-- l l01 21-08-92 2016 01 DE-93-100 3134469561 00 --%%-- 3.5 Hah p --%%-- l01 13-07-99 2016 02 DE-93-83 313446957X 00 --%%-- Finite Elemente p --%%-- Inv.Nr. Q 1.3461 l01 21-02-00 2048 01 DE-Zwi2 3134469669 00 --%%-- 25 783 --%%-- --%%-- 01 --%%-- UF 1800 H148 --%%-- --%%-- gr l01 13-05-96 2050 01 DE-Zi4 3134469758 00 --%%-- --%%-- --%%-- --%%-- he l01 02-12-94 2055 01 DE-840 313446988X 00 --%%-- 531. HAH --%%-- --%%-- H 38.577 l01 19-04-01 2063 01 DE-951 3134469960 00 --%%-- mech 1.1 48209 --%%-- l l01 09-08-00 2064 01 DE-953 3134470039 00 --%%-- UF 1800 7 --%%-- l l01 24-09-13 2119 01 DE-943 3134470128 00 --%%-- 531.6 Hah --%%-- --%%-- l01 24-11-93 2129 01 DE-988 3134470187 00 --%%-- Gc 010 p --%%-- l01 26-04-94 2129 02 DE-Ofb1 3134470195 00 --%%-- C 87/199/2. --%%-- --%%-- l01 25-08-93 2149 01 DE-Lör2 3134470276 00 --%%-- UF 1800 p --%%-- l01 14-12-00 2232 01 DE-Stg258 3134470357 00 --%%-- ZI 3310 Buch 2 p --%%-- l01 21-07-06 23 04 830/001 00 (DE-627)052006603 Elastizitätstheorie 23 04 830/001 01 (DE-627)051278480 Matrix 31 00 DE-27 00 Festigkeitslehre / Finite-Elemente-Methode 32 00 DE-Ilm1 00 FEM 62 00 DE-28 00 s Finite-Elemente-Methode 62 00 DE-28 00 s Festigkeitslehre 152 00 DE-Shm2 00 Festigkeit - Mechanik 152 00 DE-Shm2 01 Finite - Elemente - Methode 2129 02 DE-Ofb1 00 s (DE-627)130591225X Festigkeitslehre 2129 02 DE-Ofb1 00 s (DE-627)1306055776 Finite-Elemente-Methode 2149 01 DE-Lör2 00 s (DE-627)1308314124 Festigkeitslehre 2149 01 DE-Lör2 00 s (DE-627)1307964400 Finite Elemente Methode 21 00 DE-46 20 tec 120 21 00 DE-46 30 ing 056 21 00 DE-46 99 44 31 00 DE-27 00 MAT:NA:3660 32 00 DE-Ilm1 00 UF 1800 70 00 DE-89 00 tec 116 70 00 DE-89 01 mat 698 152 00 DE-Shm2 00 Ma 760 160 00 DE-755 00 WCG 2050 01 DE-Zi4 00 (DE-627)1296141594 UF 1800 H148(2) 2129 02 DE-Ofb1 00 (DE-627)1293040320 SK 910 21 01 0046 46A$000008214 21 02 0046 46A$000084417 21 03 0046 46$0008434476 22 01 0018 083349645 22 02 0018 105820958 28684 23 01 0830 830$24885955 00 23 02 0830 830$24909679 00 23 03 0830 830$24704117 00 23 04 830/001 830$84030753 00 31 02 0027 27$004865014 31 03 0027 27$020620195 32 01 3400 ILM1$00030560X 62 01 0028 28$004561783 65 01 3/4 3/21$00004878X 70 01 0089 89$102920966 00 91 01 3091/1 HIL3/1$0048518 140 01 0839 839$0219649 00 150 01 3406 0011696 152 01 3405 4522/92 152 02 3405 4523/92 160 01 0755 755$0558885 00 370 01 4370 HC033390 21 01 0046 b 6484 21 02 0046 b 10016 21 03 0046 ve 2494 22 01 0018 1983/44 22 02 0018 28684 23 04 830/001 7167 31 02 0027 A93/R/54129 31 03 0027 A93/R/54130 32 01 3400 93 A 3333 62 01 0028 28/008 1993/423 91 01 3091/1 930128 140 01 0839 89.4241 150 01 3406 00/11696 152 01 3405 4522/92 152 02 3405 4523/92 160 01 0755 55888 370 01 4370 89.692 2016 01 DE-93-100 Inv.-Nr.: h 179 21 03 0046 unc_202303 |
allfieldsGer |
82,N17,0195 dnb 83,A10,0740 dnb 820476420 DE-101 3400002089 3-400-00208-9 (DE-627)025260499 (DE-576)029583179 (DE-599)GBV025260499 (OCoLC)74510797 (OCoLC)74510797 DE-627 ger DE-627 rakwb ger XA-DDDE SK 910 rvk (DE-625)rvk/143270: ZI 3310 rvk (DE-625)rvk/156381: 50.31 bkl Hahn, Hans Georg 1929- verfasserin (DE-588)118110020 (DE-627)079248675 (DE-576)29171983X aut Methode der finiten Elemente in der Festigkeitslehre H. G. Hahn Nebent. Finite Elemente in der Festigkeitslehre Finite Elemente in der Festigkeitslehre 2. Aufl., (unveränd. Nachdr. der 1. Aufl.) Wiesbaden Akad. Verl.-Ges. 1982 XV, 460 S. graph. Darst. Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Literaturverz. S. [448] - 456 Festigkeitslehre Finite-Element-Methode https://external.dandelon.com/download/attachments/dandelon/ids/DE0015ECB0C7A69C92611C1257276003EACF2.pdf V:DE-601 X:AGI pdf/application 2014-12-27 Verlag Inhaltsverzeichnis GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_22 ISIL_DE-18 GBV_ILN_22_i04712 GBV_ILN_22_i26311 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_32 ISIL_DE-Ilm1 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_65_a021 GBV_ILN_70 ISIL_DE-89 GBV_ILN_91 ISIL_DE-HIL3 GBV_ILN_140 ISIL_DE-839 GBV_ILN_150 ISIL_DE-J59 GBV_ILN_152 ISIL_DE-Shm2 GBV_ILN_160 ISIL_DE-755 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2010 ISIL_DE-15 GBV_ILN_2012 ISIL_DE-16-7 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-100 ISIL_DE-93-83 GBV_ILN_2048 ISIL_DE-Zwi2 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2055 ISIL_DE-840 GBV_ILN_2063 ISIL_DE-951 GBV_ILN_2064 ISIL_DE-953 GBV_ILN_2119 ISIL_DE-943 GBV_ILN_2129 ISIL_DE-988 ISIL_DE-Ofb1 GBV_ILN_2149 ISIL_DE-Loer2 GBV_ILN_2232 ISIL_DE-Stg258 Blocktest SK 910 Numerische Methoden der Konvergenzbeschleunigung, Iteration Mathematik Monografien Numerische Mathematik Numerische Methoden der Konvergenzbeschleunigung, Iteration (DE-627)1270927248 (DE-625)rvk/143270: (DE-576)200927248 ZI 3310 Finite-Elemente-Methode, Datenverarbeitung in der Statik Technik Bauingenieurwesen Baupraxis, Bauausführung Finite-Elemente-Methode, Datenverarbeitung in der Statik (DE-627)1271472848 (DE-625)rvk/156381: (DE-576)201472848 50.31 Technische Mechanik (DE-627)10642050X BO 20 01 0084 1545525447 00 N0 A I 212 i --%%-- riN0 11-06-15 21 01 0046 157161595 00 TB BHV tec 120/6(2) u --%%-- rba 21-09-95 21 02 0046 157161609 00 TB BHV tec 120/6a(2) u --%%-- rba 21-09-95 21 03 0046 314217851 00 E02 a ing 056 sd/522a u --%%-- unc_202303 rza 16-04-72 22 01 0018 602112443 00 18/269 02.60 Hah 2.A i --%%-- Standort : Bahrenfeld zi04712 21-05-03 22 02 0018 861490967 00 18/263 2 Hah 4750/1(2) i --%%-- zi26311 25-02-08 23 01 0830 162586078 00 24 2488-5955 u --%%-- zu 15-01-90 23 02 0830 162586086 00 24 2490-9679 u --%%-- zu 15-01-90 23 03 0830 162586094 00 24 2470-4117 u --%%-- zu 15-01-90 23 04 830/001 085615862 00 TBS STA 720/6-2.Aufl. u --%%-- zs 15-01-90 31 02 0027 150847416 00 J 50 MAT:NA:3660:Hah::1982 d --%%-- 09 --%%-- 93 NA 19318/1 --%%-- --%%-- z 01-01-95 31 03 0027 150847424 00 Mag 2012 NA 11260 u --%%-- r 01-01-95 32 01 3400 146565584 00 55 PHY UF 1800 H148(2) u --%%-- k 10-09-99 62 01 0028 26913641X 00 28/BB1 SK 910 H148(2) u --%%-- 09 --%%-- 92 A 4381 --%%-- --%%-- zi008 16-01-98 65 01 3/4 136622895 00 Ha 4 SK 910 109<2> u --%%-- 08 Ha 4 PH 5.6.2 S 9907 --%%-- --%%-- ra021 25-02-00 70 01 0089 033949972 00 L tec 116 AF 542,2 --%%-- --%%-- 09 --%%-- AF 542,2 --%%-- --%%-- n 21-06-83 91 01 3091/1 251584429 00 N COM 0720/13 (2) u --%%-- zm 15-02-17 140 01 0839 158942825 00 --%%-- BGC 136,2 u --%%-- z 18-10-95 150 01 3406 402016564 00 --%%-- 50.31,172-00/11696 u --%%-- z 31-08-00 152 01 3405 388520817 00 A Ma 760 4522/92 u --%%-- k 09-05-00 152 02 3405 388520825 00 A Ma 760 4523/92 u --%%-- k 09-05-00 160 01 0755 126662665 00 --%%-- WCG / Hah c --%%-- k 01-06-94 370 01 4370 064369110 00 OG ZI 3330 005 (2) u --%%-- 01 --%%-- Ch 617.a --%%-- --%%-- zi001 15-01-90 2006 01 DE-14 3134469073 00 --%%-- --%%-- --%%-- --%%-- l01 16-08-07 2010 01 DE-15 3134469170 00 --%%-- --%%-- v --%%-- l01 24-10-13 2012 01 DE-16-7 3134469243 00 --%%-- Hahn p --%%-- l01 17-12-03 2014 01 DE-90 3134469340 00 --%%-- 75 A 871(2) --%%-- --%%-- l01 23-07-93 2015 01 DE-93 3134469472 00 --%%-- --%%-- --%%-- l l01 21-08-92 2016 01 DE-93-100 3134469561 00 --%%-- 3.5 Hah p --%%-- l01 13-07-99 2016 02 DE-93-83 313446957X 00 --%%-- Finite Elemente p --%%-- Inv.Nr. Q 1.3461 l01 21-02-00 2048 01 DE-Zwi2 3134469669 00 --%%-- 25 783 --%%-- --%%-- 01 --%%-- UF 1800 H148 --%%-- --%%-- gr l01 13-05-96 2050 01 DE-Zi4 3134469758 00 --%%-- --%%-- --%%-- --%%-- he l01 02-12-94 2055 01 DE-840 313446988X 00 --%%-- 531. HAH --%%-- --%%-- H 38.577 l01 19-04-01 2063 01 DE-951 3134469960 00 --%%-- mech 1.1 48209 --%%-- l l01 09-08-00 2064 01 DE-953 3134470039 00 --%%-- UF 1800 7 --%%-- l l01 24-09-13 2119 01 DE-943 3134470128 00 --%%-- 531.6 Hah --%%-- --%%-- l01 24-11-93 2129 01 DE-988 3134470187 00 --%%-- Gc 010 p --%%-- l01 26-04-94 2129 02 DE-Ofb1 3134470195 00 --%%-- C 87/199/2. --%%-- --%%-- l01 25-08-93 2149 01 DE-Lör2 3134470276 00 --%%-- UF 1800 p --%%-- l01 14-12-00 2232 01 DE-Stg258 3134470357 00 --%%-- ZI 3310 Buch 2 p --%%-- l01 21-07-06 23 04 830/001 00 (DE-627)052006603 Elastizitätstheorie 23 04 830/001 01 (DE-627)051278480 Matrix 31 00 DE-27 00 Festigkeitslehre / Finite-Elemente-Methode 32 00 DE-Ilm1 00 FEM 62 00 DE-28 00 s Finite-Elemente-Methode 62 00 DE-28 00 s Festigkeitslehre 152 00 DE-Shm2 00 Festigkeit - Mechanik 152 00 DE-Shm2 01 Finite - Elemente - Methode 2129 02 DE-Ofb1 00 s (DE-627)130591225X Festigkeitslehre 2129 02 DE-Ofb1 00 s (DE-627)1306055776 Finite-Elemente-Methode 2149 01 DE-Lör2 00 s (DE-627)1308314124 Festigkeitslehre 2149 01 DE-Lör2 00 s (DE-627)1307964400 Finite Elemente Methode 21 00 DE-46 20 tec 120 21 00 DE-46 30 ing 056 21 00 DE-46 99 44 31 00 DE-27 00 MAT:NA:3660 32 00 DE-Ilm1 00 UF 1800 70 00 DE-89 00 tec 116 70 00 DE-89 01 mat 698 152 00 DE-Shm2 00 Ma 760 160 00 DE-755 00 WCG 2050 01 DE-Zi4 00 (DE-627)1296141594 UF 1800 H148(2) 2129 02 DE-Ofb1 00 (DE-627)1293040320 SK 910 21 01 0046 46A$000008214 21 02 0046 46A$000084417 21 03 0046 46$0008434476 22 01 0018 083349645 22 02 0018 105820958 28684 23 01 0830 830$24885955 00 23 02 0830 830$24909679 00 23 03 0830 830$24704117 00 23 04 830/001 830$84030753 00 31 02 0027 27$004865014 31 03 0027 27$020620195 32 01 3400 ILM1$00030560X 62 01 0028 28$004561783 65 01 3/4 3/21$00004878X 70 01 0089 89$102920966 00 91 01 3091/1 HIL3/1$0048518 140 01 0839 839$0219649 00 150 01 3406 0011696 152 01 3405 4522/92 152 02 3405 4523/92 160 01 0755 755$0558885 00 370 01 4370 HC033390 21 01 0046 b 6484 21 02 0046 b 10016 21 03 0046 ve 2494 22 01 0018 1983/44 22 02 0018 28684 23 04 830/001 7167 31 02 0027 A93/R/54129 31 03 0027 A93/R/54130 32 01 3400 93 A 3333 62 01 0028 28/008 1993/423 91 01 3091/1 930128 140 01 0839 89.4241 150 01 3406 00/11696 152 01 3405 4522/92 152 02 3405 4523/92 160 01 0755 55888 370 01 4370 89.692 2016 01 DE-93-100 Inv.-Nr.: h 179 21 03 0046 unc_202303 |
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methode der finiten elemente in der festigkeitslehre |
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Methode der finiten Elemente in der Festigkeitslehre |
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Literaturverz. S. [448] - 456 |
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Methode der finiten Elemente in der Festigkeitslehre |
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code="b">157161595</subfield><subfield code="c">00</subfield><subfield code="f">TB BHV</subfield><subfield code="d">tec 120/6(2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">rba</subfield><subfield code="z">21-09-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">21</subfield><subfield code="1">02</subfield><subfield code="x">0046</subfield><subfield code="b">157161609</subfield><subfield code="c">00</subfield><subfield code="f">TB BHV</subfield><subfield code="d">tec 120/6a(2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">rba</subfield><subfield code="z">21-09-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">21</subfield><subfield code="1">03</subfield><subfield code="x">0046</subfield><subfield code="b">314217851</subfield><subfield code="c">00</subfield><subfield code="f">E02</subfield><subfield code="d">a ing 056 sd/522a</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="h">unc_202303</subfield><subfield code="y">rza</subfield><subfield code="z">16-04-72</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">22</subfield><subfield code="1">01</subfield><subfield code="x">0018</subfield><subfield code="b">602112443</subfield><subfield code="c">00</subfield><subfield code="f">18/269</subfield><subfield code="d">02.60 Hah 2.A</subfield><subfield code="e">i</subfield><subfield code="j">--%%--</subfield><subfield code="k">Standort : Bahrenfeld</subfield><subfield code="y">zi04712</subfield><subfield code="z">21-05-03</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">22</subfield><subfield code="1">02</subfield><subfield code="x">0018</subfield><subfield code="b">861490967</subfield><subfield code="c">00</subfield><subfield code="f">18/263</subfield><subfield code="d">2 Hah 4750/1(2)</subfield><subfield code="e">i</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi26311</subfield><subfield code="z">25-02-08</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">01</subfield><subfield code="x">0830</subfield><subfield code="b">162586078</subfield><subfield code="c">00</subfield><subfield code="f">24</subfield><subfield code="d">2488-5955</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zu</subfield><subfield code="z">15-01-90</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">02</subfield><subfield code="x">0830</subfield><subfield code="b">162586086</subfield><subfield code="c">00</subfield><subfield code="f">24</subfield><subfield code="d">2490-9679</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zu</subfield><subfield code="z">15-01-90</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">03</subfield><subfield code="x">0830</subfield><subfield code="b">162586094</subfield><subfield code="c">00</subfield><subfield code="f">24</subfield><subfield code="d">2470-4117</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zu</subfield><subfield code="z">15-01-90</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">04</subfield><subfield code="x">830/001</subfield><subfield code="b">085615862</subfield><subfield code="c">00</subfield><subfield code="f">TBS</subfield><subfield code="d">STA 720/6-2.Aufl.</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zs</subfield><subfield code="z">15-01-90</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">31</subfield><subfield code="1">02</subfield><subfield code="x">0027</subfield><subfield code="b">150847416</subfield><subfield code="c">00</subfield><subfield code="f">J 50</subfield><subfield code="d">MAT:NA:3660:Hah::1982</subfield><subfield code="e">d</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">93 NA 19318/1</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">01-01-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">31</subfield><subfield code="1">03</subfield><subfield code="x">0027</subfield><subfield code="b">150847424</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">2012 NA 11260</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">r</subfield><subfield code="z">01-01-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">32</subfield><subfield code="1">01</subfield><subfield code="x">3400</subfield><subfield code="b">146565584</subfield><subfield code="c">00</subfield><subfield code="f">55</subfield><subfield code="d">PHY UF 1800 H148(2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">10-09-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">62</subfield><subfield code="1">01</subfield><subfield code="x">0028</subfield><subfield code="b">26913641X</subfield><subfield code="c">00</subfield><subfield code="f">28/BB1</subfield><subfield code="d">SK 910 H148(2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">92 A 4381</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi008</subfield><subfield code="z">16-01-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">65</subfield><subfield code="1">01</subfield><subfield code="x">3/4</subfield><subfield code="b">136622895</subfield><subfield code="c">00</subfield><subfield code="f">Ha 4</subfield><subfield code="d">SK 910 109<2></subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">08</subfield><subfield code="f">Ha 4</subfield><subfield code="d">PH 5.6.2 S 9907</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">ra021</subfield><subfield code="z">25-02-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">70</subfield><subfield code="1">01</subfield><subfield code="x">0089</subfield><subfield code="b">033949972</subfield><subfield code="c">00</subfield><subfield code="f">L tec 116</subfield><subfield code="d">AF 542,2</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">AF 542,2</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">n</subfield><subfield code="z">21-06-83</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">91</subfield><subfield code="1">01</subfield><subfield code="x">3091/1</subfield><subfield code="b">251584429</subfield><subfield code="c">00</subfield><subfield code="f">N</subfield><subfield code="d">COM 0720/13 (2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zm</subfield><subfield code="z">15-02-17</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">140</subfield><subfield code="1">01</subfield><subfield code="x">0839</subfield><subfield code="b">158942825</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">BGC 136,2</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">18-10-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">150</subfield><subfield code="1">01</subfield><subfield code="x">3406</subfield><subfield code="b">402016564</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">50.31,172-00/11696</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">31-08-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">152</subfield><subfield code="1">01</subfield><subfield code="x">3405</subfield><subfield code="b">388520817</subfield><subfield code="c">00</subfield><subfield code="f">A</subfield><subfield code="d">Ma 760 4522/92</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">09-05-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">152</subfield><subfield code="1">02</subfield><subfield code="x">3405</subfield><subfield code="b">388520825</subfield><subfield code="c">00</subfield><subfield code="f">A</subfield><subfield code="d">Ma 760 4523/92</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">09-05-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">160</subfield><subfield code="1">01</subfield><subfield code="x">0755</subfield><subfield code="b">126662665</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">WCG / Hah</subfield><subfield code="e">c</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">01-06-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">064369110</subfield><subfield code="c">00</subfield><subfield code="f">OG</subfield><subfield code="d">ZI 3330 005 (2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">01</subfield><subfield code="f">--%%--</subfield><subfield code="d">Ch 617.a</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi001</subfield><subfield code="z">15-01-90</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2006</subfield><subfield code="1">01</subfield><subfield code="x">DE-14</subfield><subfield code="b">3134469073</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">16-08-07</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2010</subfield><subfield code="1">01</subfield><subfield code="x">DE-15</subfield><subfield code="b">3134469170</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">v</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">24-10-13</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2012</subfield><subfield code="1">01</subfield><subfield code="x">DE-16-7</subfield><subfield code="b">3134469243</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">Hahn</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">17-12-03</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2014</subfield><subfield code="1">01</subfield><subfield code="x">DE-90</subfield><subfield code="b">3134469340</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">75 A 871(2)</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">23-07-93</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2015</subfield><subfield code="1">01</subfield><subfield code="x">DE-93</subfield><subfield code="b">3134469472</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">l</subfield><subfield code="y">l01</subfield><subfield code="z">21-08-92</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">01</subfield><subfield code="x">DE-93-100</subfield><subfield code="b">3134469561</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">3.5 Hah</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">13-07-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">02</subfield><subfield code="x">DE-93-83</subfield><subfield code="b">313446957X</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">Finite Elemente</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Inv.Nr. Q 1.3461</subfield><subfield code="y">l01</subfield><subfield code="z">21-02-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2048</subfield><subfield code="1">01</subfield><subfield code="x">DE-Zwi2</subfield><subfield code="b">3134469669</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">25 783</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="c">01</subfield><subfield code="f">--%%--</subfield><subfield code="d">UF 1800 H148</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">gr</subfield><subfield code="y">l01</subfield><subfield code="z">13-05-96</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2050</subfield><subfield code="1">01</subfield><subfield code="x">DE-Zi4</subfield><subfield code="b">3134469758</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">he</subfield><subfield code="y">l01</subfield><subfield code="z">02-12-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2055</subfield><subfield code="1">01</subfield><subfield code="x">DE-840</subfield><subfield code="b">313446988X</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">531. HAH</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">H 38.577</subfield><subfield code="y">l01</subfield><subfield code="z">19-04-01</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2063</subfield><subfield code="1">01</subfield><subfield code="x">DE-951</subfield><subfield code="b">3134469960</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">mech 1.1 48209</subfield><subfield code="e">--%%--</subfield><subfield code="j">l</subfield><subfield code="y">l01</subfield><subfield code="z">09-08-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2064</subfield><subfield code="1">01</subfield><subfield code="x">DE-953</subfield><subfield code="b">3134470039</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">UF 1800 7</subfield><subfield code="e">--%%--</subfield><subfield code="j">l</subfield><subfield code="y">l01</subfield><subfield code="z">24-09-13</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2119</subfield><subfield code="1">01</subfield><subfield code="x">DE-943</subfield><subfield code="b">3134470128</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">531.6 Hah</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">24-11-93</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2129</subfield><subfield code="1">01</subfield><subfield code="x">DE-988</subfield><subfield code="b">3134470187</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">Gc 010</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">26-04-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2129</subfield><subfield code="1">02</subfield><subfield code="x">DE-Ofb1</subfield><subfield code="b">3134470195</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">C 87/199/2.</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">25-08-93</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2149</subfield><subfield code="1">01</subfield><subfield code="x">DE-Lör2</subfield><subfield code="b">3134470276</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">UF 1800</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">14-12-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2232</subfield><subfield code="1">01</subfield><subfield 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Di H.G.Hahn Methode der finiten Elemente in der Festigkeitslehre … Auflage (unveränderter Nachdruck der … Auflage) Mit … Abbildungen Akademische Verlagsgesellschaft Wiesbaden 1982 © 2008 AGI-Information Management Consultants May be used for personal purporses only or by libraries associated to dandelon.com network. EINFÜHRUNG IN DIE METHODE DER FINITEN ELEMENTE IN DER FESTIGKEITSLEHRE … Übersicht über die Methode der finiten Elemente … Aufgabe der Festigkeitslehre Exakte und Näherungslösungen Verschiebungs- und Gleichgewichtsmethode Anwendungsbereiche der MFE Geschichtliche Entwicklung der MFE … Einführung in die Grundlagen … Matrixalgebra … Definition und Bezeichnung der Matrizen … Gleichheit, Addition und Subtraktion von Matrizen, Multiplikation mit einem skalaren F a k t o r … Matrixmultiplikation … Transponierte Matrix … . Inverse Matrix … Untermatrizen und Matrixaufteilung … Quadratische F o r m . Positiv definite Matrix … Differentiation und Integration von Matrizen … Eigenwerte von Matrizen … Einiges z u r Matrizennumerik … Numerische Auflösung von Gleichungssystemen … Nichtsymmetrische Matrizen … S y m m e t r i s c h e , positiv definite B a n d m a t r i z e n … Numerische Integration von Matrizen … Grundgleichungen der linearen Elastizitätstheorie … Verschiebungen und Verzerrungen … Spannungen und Gleichgewichtsbedingungen … Beziehungen zwischen Spannungen und Verzerrungen … Ebene Elastizitätsprobleme … Grundgleichungen in krummlinigen Koordinaten … Lösungsmethoden für die Grundgleichungen … NAVIERsche und BELTRAMlsche Gleichungen … Lösungsansätze für die NAVIER sehen und BELTRAMIschen Gleichungen … Lösungsmethoden der ebenen Elastizitätstheorie … Weitere Lösungsverfahren … Arbeitssätze der Elastizitätstheorie … Arbeit der Kräfte, elastische Energie … Virtuelle Verschiebungen, virtuelle Arbeit und Energie … Prinzip der virtuellen Arbeit … Prinzip vom stationären Wert des Gesamtpotentials … Weitere Sätze, die sich aus dem Prinzip der virtuellen Arbeit ergeben … Erster Satz von CASTIGLIANO … Satz von BETTI … Satz von MAXWELL … Prinzip der virtuellen Ergänzungsarbeit … Matrixmethoden in der Elastostatik … Allgemeines über Kraft-und Verschiebungsmethoden … Statische Bestimmtheit und Unbestimmtheit … Unterschied zwischen Kraft- und Verschiebungsmethode. … Kraftmethode … Verschiebungsmethode … Die Matrix-Steiflgkeitsmethode … Steifigkeit und Steifigkeitsmatrix … Allgemeine Steifigkeitsbeziehung … Eigenschaften und Handhabung einfacher Steifigkeitsmatrizen … Steifigkeitsmatrizen von Federn … Addition von Steifigkeitsmatrizen … Auflager- und Randbedingungen … Allgemeines Lösungsverfahren der Matrix-Verschiebungsmethode … Ermittlung der unbekannten Knotenpunktverschiebungen und der Reaktionskräfte … Verformung der einzelnen Elemente Inhalt … XI Anwendung der Matrix-Verschiebungs- oder Steifigkeitsmethode bei Fachwerken … Einzelsteifigkeitsmatrix für Fachwerkstab … örtliche und Gesamtkoordinaten, Transformationsmatrix … Allgemeine Form der Steifigkeitsmatrix … Steifigkeitsmatrizen für einfache Fachwerkteile … Zusammensetzung einfacher Fachwerkteile … Beispiele zur Fachwerkberechnung … Äußerlich statisch unbestimmtes Fachwerk … Innerlich statisch unbestimmtes Fachwerk … Hochgradig äußerlich statisch unbestimmtes Fachwerk … Kinematische Stabilität bei Fachwerken Anwendung der Matrix-Steifigkeits- oder Verschiebungsmethode bei der Balkenbiegung … Einzelsteifigkeitsmatrix für Balkenelement … Transformation von örtlichen auf globale Koordinaten … Innere Kräfte beim Balken, Spannungsmatrix … Geradlinig zusammengefügte Balkenteile … GesamtsteifigkeitsmatrixfürzweizusammengefügteBalken … Allgemeine Lösung von Balkenproblemen … Einfache Beispiele zur Balkenberechnung … Statisch bestimmt gelagerter Träger … Statisch unbestimmt gelagerter Träger … Balken mit verteilter Belastung … Statisch gleichwertige Knotenpunktkräfte … Balken mit verteilten Lasten … Weitere Balkenprobleme … Zusammenhang von Steifigkeitsmatrix und Übertragungsmatrix Einführung ein-, zwei- und dreidimensionaler Elemente zur Berechnung komplizierter Konstruktionen … Verschiedene Elemente zur Beschreibung komplizierter Konstruktionen … Lösungsverfahren für die Gesamtkonstruktion … Abschließende Bemerkungen zur Matrix- Verschiebungs- und Kraftmethode … Methode der finiten Elemente in der ebenen Elastizitätstheorie … Allgemeine Beschreibung der Verschiebungsmethode … Aufteilung des Kontinuums in finite Elemente … Darstellung der Verformung im Element … Forderungen für den Verschiebungsansatz … Formfunktionsmatrix … Verzerrungen und Spannungen im Element … Knotenpunktkräfte und Elementsteifigkeitsmatrix … Gesamtsteifigkeitsmatrix für ein Kontinuum und Gesamtlösung … Die MFE als Variationsmethode … Verschiebungsmethode für das gesamte Kontinuum … Anwendung des Prinzips vom Minimum des Gesamtpotentials … Weitere Anwendungen der MFE … Eigenschaften und Anwendung des einfachen Dreieckelements (Element mit linearem Verschiebungsansatz) … Verformungen und Spannungen im Element … Verschiebungsansatz … Verzerrungen und Spannungen … Elementsteifigkeitsmatrix und zusätzliche Knotenpunktkräfte … Flächenkoordinaten für Dreiecke … Bildung der Gesamtsteifigkeitsmatrix und Spannungsberechnung … Elementunterteilung und Knotenpunktnumerierung … Einfaches Anwendungsbeispiel bei einem Kerbproblem … Elementeinteilung … Randverschiebungen und Randlasten … Ergebnisse … Flußdiagramm des Rechenprogramms … Eigenschaften des einfachen Viereckelements … Rechteckelement … Verschiebungsansatz … Verzerrungen und Spannungen … Elementsteifigkeitsmatrix … Allgemeines Viereckelement … Verschiebungsansatz … Verzerrungen und Spannungen … Steifigkeitsmatrix Inhalt XIII … Erweiterung des einfachen Dreieckelements … Dreieckelement mit quadratischem Verschiebungsansatz … Verschiebungsansatz … Verzerrungen, Spannungen und Steifigkeitsmatrix … Beschreibung des Elements in örtlichen Koordinaten … Dreieckelement mit kubischem Verschiebungsansatz … Einführung weiterer Knotenpunkte … Einführung erweiterter Knotenpunktparameter … Zusammengesetztes Dreieckelement … Erweiterung des einfachen Viereckelements … Erhöhung der Knotenpunktzahl. LAGRANGEsche Interpolationsformel … Einführung erweiterter Knotenpunktparameter. HERMITEsche Interpolationsformel … Krummlinig berandete Elemente. Isoparametrische Abbildung … Methode der finiten Elemente in der räumlichen Elastizitätstheorie … Eigenschaften des einfachen Tetraederelements … Verschiebungsansatz … Verzerrungen, Spannungen und Steifigkeitsmatrix … Beschreibung der Elementeigenschaften in Volumenkoordinaten … Einfache prismatische Elemente … Erweiterung der einfachen räumlichen Elemente … Ringelemente für rotationssymmetrische Spannungsprobleme … Element mit linearem Verschiebungsansatz … Verschiebungen, Verzerrungen und Spannungen … Elementsteifigkeitsmatrix … Zusätzliche Knotenkräfte infolge verteilter Lasten … Element mit kubischem Verschiebungsansatz … Anwendung rotationssymmetrischer Ringelemente … Bemerkungen zur numerischen Behandlung … Beispiele … XIV Inhalt … Methode der finiten Elemente bei Platten … Verschiebungsmethode bei Platten. Verträglichkeit der Elemente … Verschiebungs- bzw. Durchbiegungsansatz … Verträgliche und nichtverträgliche Elemente … Allgemeine Beschreibung der Verschiebungsmethode … Rechteckelemente … Nichtverträgliches Element … Verträgliche Elemente … Dreieckplattenelemente … Nichtverträgliche Elemente … Element mit quadratischem Durchbiegungsansatz … Element mit kubischem Durchbiegungsansatz … Element mit vier Knotenpunkten und kubischem Durchbiegungsansatz … Element mit Verschiebungsansatz vierten Grads … Verträgliche Elemente … Dreieckelement mit … bzw. … Freiheitsgraden … Dreieckelement mit … Freiheitsgraden … Aus Dreieckelementen zusammengesetztes Viereckelement … Ergänzungen zur Plattenbiegung … Finite Streifenmethode … Berücksichtigung der Schubverformung bei Platten … Stabilität von Platten (Beulen) … Grundlagen der Theorie dünner Platten … Verzerrungen und Spannungen … Gleichgewichtsbedingungen, Plattengleichung … Randbedingungen … Elastische Energie der Platte … Methode der finiten Elemente bei Schalen … Kurzer E i n b l i c k i n die Schalentheorie … Allgemeine Schalengleichungen … Krummlinige Flächenkoordinaten … Schnittgrößen und Gleichgewichtsbedingungen … Verschiebungen und Verzerrungen … XV Inhalt … Schnittgrößen-Verschiebungsbeziehungen Elastische Energie der Schale Flach gekrümmte Schalen Rotationsschalen Zylinderschalen Membranschalentheorie … Die Verschiebungsmethode bei Schalenproblemen … Eigenschaften ebener Schalenelemente … Dreieckige Schalenelemente … Globale und örtliche Koordinaten … Membran-und Plattenelemente … Elementsteifigkeitsmatrix … Gesamtsteifigkeitsbeziehung … Viereckige Schalenelemente … Rechteckelement … Zusammengesetztes Viereckelement … Ringelemente für Rotationsschalen … Konische Ringschalenelemente … Axialsymmetrische Belastung … Allgemeine Belastung … Doppeltgekrümmte Ringschalenelemente … Geometrie des Ringschalenelements … Verschiebungsansatz … Verzerrungen und Steifigkeitsmatrix … Gekrümmte Schalenelemente … Kreiszylinderschalenelement … Element mit … Freiheitsgraden … Element mit … Freikeitsgraden … Allgemeine doppeltgekrümmte Schalenelemente … Rechteckschalenelement … Dreieckschalenelemente … Dreidimensionale Schalenelemente … Dreidimensionale isoparametrische Elemente … Allgemeine Schalenelemente … Rotationsschalenelemente … Anhang: Literaturverzeichnis … |
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code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">AF 542,2</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">n</subfield><subfield code="z">21-06-83</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">91</subfield><subfield code="1">01</subfield><subfield code="x">3091/1</subfield><subfield code="b">251584429</subfield><subfield code="c">00</subfield><subfield code="f">N</subfield><subfield code="d">COM 0720/13 (2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zm</subfield><subfield code="z">15-02-17</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">140</subfield><subfield code="1">01</subfield><subfield code="x">0839</subfield><subfield code="b">158942825</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">BGC 136,2</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">18-10-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">150</subfield><subfield code="1">01</subfield><subfield code="x">3406</subfield><subfield code="b">402016564</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">50.31,172-00/11696</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">31-08-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">152</subfield><subfield code="1">01</subfield><subfield code="x">3405</subfield><subfield code="b">388520817</subfield><subfield code="c">00</subfield><subfield code="f">A</subfield><subfield code="d">Ma 760 4522/92</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">09-05-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">152</subfield><subfield code="1">02</subfield><subfield code="x">3405</subfield><subfield code="b">388520825</subfield><subfield code="c">00</subfield><subfield code="f">A</subfield><subfield code="d">Ma 760 4523/92</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">09-05-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">160</subfield><subfield code="1">01</subfield><subfield code="x">0755</subfield><subfield code="b">126662665</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">WCG / Hah</subfield><subfield code="e">c</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">01-06-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">064369110</subfield><subfield code="c">00</subfield><subfield code="f">OG</subfield><subfield code="d">ZI 3330 005 (2)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">01</subfield><subfield code="f">--%%--</subfield><subfield code="d">Ch 617.a</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi001</subfield><subfield code="z">15-01-90</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2006</subfield><subfield code="1">01</subfield><subfield code="x">DE-14</subfield><subfield code="b">3134469073</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">16-08-07</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2010</subfield><subfield code="1">01</subfield><subfield code="x">DE-15</subfield><subfield code="b">3134469170</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">v</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">24-10-13</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2012</subfield><subfield code="1">01</subfield><subfield code="x">DE-16-7</subfield><subfield code="b">3134469243</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">Hahn</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">17-12-03</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2014</subfield><subfield code="1">01</subfield><subfield code="x">DE-90</subfield><subfield code="b">3134469340</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">75 A 871(2)</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">23-07-93</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2015</subfield><subfield code="1">01</subfield><subfield code="x">DE-93</subfield><subfield code="b">3134469472</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">l</subfield><subfield code="y">l01</subfield><subfield code="z">21-08-92</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">01</subfield><subfield code="x">DE-93-100</subfield><subfield code="b">3134469561</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">3.5 Hah</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">13-07-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">02</subfield><subfield code="x">DE-93-83</subfield><subfield code="b">313446957X</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">Finite Elemente</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Inv.Nr. Q 1.3461</subfield><subfield code="y">l01</subfield><subfield code="z">21-02-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2048</subfield><subfield code="1">01</subfield><subfield code="x">DE-Zwi2</subfield><subfield code="b">3134469669</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">25 783</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="c">01</subfield><subfield code="f">--%%--</subfield><subfield code="d">UF 1800 H148</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">gr</subfield><subfield code="y">l01</subfield><subfield code="z">13-05-96</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2050</subfield><subfield code="1">01</subfield><subfield code="x">DE-Zi4</subfield><subfield code="b">3134469758</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">he</subfield><subfield code="y">l01</subfield><subfield code="z">02-12-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2055</subfield><subfield code="1">01</subfield><subfield code="x">DE-840</subfield><subfield code="b">313446988X</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">531. HAH</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">H 38.577</subfield><subfield code="y">l01</subfield><subfield code="z">19-04-01</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2063</subfield><subfield code="1">01</subfield><subfield code="x">DE-951</subfield><subfield code="b">3134469960</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">mech 1.1 48209</subfield><subfield code="e">--%%--</subfield><subfield code="j">l</subfield><subfield code="y">l01</subfield><subfield code="z">09-08-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2064</subfield><subfield code="1">01</subfield><subfield code="x">DE-953</subfield><subfield code="b">3134470039</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">UF 1800 7</subfield><subfield code="e">--%%--</subfield><subfield code="j">l</subfield><subfield code="y">l01</subfield><subfield code="z">24-09-13</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2119</subfield><subfield code="1">01</subfield><subfield code="x">DE-943</subfield><subfield code="b">3134470128</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">531.6 Hah</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">24-11-93</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2129</subfield><subfield code="1">01</subfield><subfield code="x">DE-988</subfield><subfield code="b">3134470187</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">Gc 010</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">26-04-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2129</subfield><subfield code="1">02</subfield><subfield code="x">DE-Ofb1</subfield><subfield code="b">3134470195</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">C 87/199/2.</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">25-08-93</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2149</subfield><subfield code="1">01</subfield><subfield code="x">DE-Lör2</subfield><subfield code="b">3134470276</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">UF 1800</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">14-12-00</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2232</subfield><subfield code="1">01</subfield><subfield code="x">DE-Stg258</subfield><subfield code="b">3134470357</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">ZI 3310 Buch 2</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">21-07-06</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">04</subfield><subfield code="x">830/001</subfield><subfield code="8">00</subfield><subfield code="0">(DE-627)052006603</subfield><subfield code="a">Elastizitätstheorie</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">04</subfield><subfield code="x">830/001</subfield><subfield code="8">01</subfield><subfield code="0">(DE-627)051278480</subfield><subfield code="a">Matrix</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">31</subfield><subfield code="1">00</subfield><subfield code="x">DE-27</subfield><subfield code="8">00</subfield><subfield code="a">Festigkeitslehre / Finite-Elemente-Methode</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">32</subfield><subfield code="1">00</subfield><subfield code="x">DE-Ilm1</subfield><subfield code="8">00</subfield><subfield code="a">FEM</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">62</subfield><subfield code="1">00</subfield><subfield code="x">DE-28</subfield><subfield code="8">00</subfield><subfield code="s">s</subfield><subfield code="a">Finite-Elemente-Methode</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">62</subfield><subfield code="1">00</subfield><subfield code="x">DE-28</subfield><subfield code="8">00</subfield><subfield code="s">s</subfield><subfield code="a">Festigkeitslehre</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">152</subfield><subfield code="1">00</subfield><subfield code="x">DE-Shm2</subfield><subfield code="8">00</subfield><subfield code="a">Festigkeit - Mechanik</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">152</subfield><subfield code="1">00</subfield><subfield code="x">DE-Shm2</subfield><subfield code="8">01</subfield><subfield code="a">Finite - Elemente - Methode</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">2129</subfield><subfield code="1">02</subfield><subfield code="x">DE-Ofb1</subfield><subfield code="8">00</subfield><subfield code="s">s</subfield><subfield code="0">(DE-627)130591225X</subfield><subfield code="a">Festigkeitslehre</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">2129</subfield><subfield code="1">02</subfield><subfield code="x">DE-Ofb1</subfield><subfield code="8">00</subfield><subfield code="s">s</subfield><subfield code="0">(DE-627)1306055776</subfield><subfield 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