Festigkeitslehre ; Teil 2

Gespeichert in:

Autor*in:	Wetzell, Otto W. - 1932- [verfasserIn]

Format:	Buch
Sprache:	Deutsch

Erschienen:	Stuttgart: Teubner ; 1974
Zeitschrift/Reihe:	Technische Mechanik für Bauingenieure / von O. W. Wetzell - 3

Anmerkung:	Literaturverz. S. 225
Umfang:	228 S. ; graph. Darst.

Übergeordnetes Werk:	Technische Mechanik für Bauingenieure. - Wetzell, Otto W., 1932-

Reihe:	Technische Mechanik für Bauingenieure / von O. W. Wetzell ; 3 Teubner Studienskripten ; 16

Links:	Inhaltsverzeichnis
ISBN:	3-519-00016-4

Katalog-ID:	033841616

Internformat


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300			\|a 228 S. \|b graph. Darst.
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338			\|a Band \|b nc \|2 rdacarrier
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912			\|a ISIL_DE-9
912			\|a GBV_ILN_70
912			\|a ISIL_DE-89
912			\|a GBV_ILN_90
912			\|a ISIL_DE-Hil2
912			\|a GBV_ILN_105
912			\|a ISIL_DE-841
912			\|a GBV_ILN_111
912			\|a ISIL_DE-963
912			\|a GBV_ILN_132
912			\|a ISIL_DE-959
912			\|a GBV_ILN_136
912			\|a ISIL_DE-Wis1
912			\|a GBV_ILN_151
912			\|a ISIL_DE-546
912			\|a GBV_ILN_183
912			\|a GBV_ILN_183_b18403
912			\|a GBV_ILN_370
912			\|a ISIL_DE-1373
912			\|a GBV_ILN_736
951			\|a MV
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980			\|2 60 \|1 01 \|x 0705 \|b 046783466 \|c 00 \|f MB \|d MEC 001.1:E0002-003 \|e u \|j --%%-- \|y n \|z 01-01-92
980			\|2 69 \|1 01 \|x 0009 \|b 4520797780 \|c 00 \|f UB 670 \|d 670/75 A 2459(3) \|e u \|j --%%-- \|y r \|z 06-05-24
980			\|2 70 \|1 01 \|x 0089 \|b 104956283 \|c 00 \|f Haus2 \|d RA 3266(16) \|e u \|j --%%-- \|y z \|z 24-09-93
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980			\|2 111 \|1 02 \|x 961/6 \|b 647822504 \|c 00 \|f --%%-- \|d tec 100 Wet/3 \|e u \|j --%%-- \|y zf \|z 15-02-02
980			\|2 132 \|1 01 \|x 0959/1 \|b 474732797 \|c 00 \|f W \|d WCA 76 607(3) \|e u \|j --%%-- \|y kw \|z 19-03-01
980			\|2 136 \|1 01 \|x 3526 \|b 709999208 \|c 00 \|f --%%-- \|d 1975 A 686 (3) \|e u \|j --%%-- \|y zwe \|z 07-03-05
980			\|2 151 \|1 01 \|x 0546 \|b 304289841 \|c 00 \|f MAG \|d 014.098 \|e u \|j --%%-- \|y z \|z 15-10-98
980			\|2 183 \|1 01 \|x 3517 \|b 626711088 \|c 00 \|f H184 \|d Bb 9/282:3 \|e c \|j --%%-- \|y zb18403 \|z 15-12-03
980			\|2 370 \|1 02 \|x 4370 \|b 274447053 \|c 00 \|f CN-Mag \|d Ch 2041.3.a \|e --%%-- \|j --%%-- \|y zi001 \|z 24-02-98
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984			\|2 70 \|1 01 \|x 0089 \|a 89$110965264
984			\|2 70 \|1 02 \|x 0089 \|a 89$111008441
984			\|2 90 \|1 01 \|x 3090 \|a HIL2$00056510
984			\|2 105 \|1 02 \|x 0841 \|a 841$0001172077
984			\|2 111 \|1 02 \|x 961/6 \|a 963$0044520
984			\|2 132 \|1 01 \|x 0959/1 \|a 959$4620488
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984			\|2 370 \|1 02 \|x 4370 \|a BA001762
984			\|2 736 \|1 01 \|x 4736/0005 \|a 00049368
985			\|2 60 \|1 01 \|x 0705 \|a C 10936/A
985			\|2 69 \|1 01 \|x 0009 \|a 20.05.1975
985			\|2 90 \|1 01 \|x 3090 \|a 10088
985			\|2 105 \|1 02 \|x 0841 \|a 2008 A 1577:3
985			\|2 111 \|1 02 \|x 961/6 \|a 73.503
985			\|2 132 \|1 01 \|x 0959/1 \|a 76609
985			\|2 183 \|1 01 \|x 3517 \|a 1974/50989
985			\|2 370 \|1 02 \|x 4370 \|a 82.497
985			\|2 736 \|1 01 \|x 4736/0005 \|a LE 5053

Indexfelder

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matchkey_str	book:9783519000167:1974----
oclc_num	256490166
hierarchy_sort_str	16
publishDate	1974
allfields	3519000164 3-519-00016-4 (DE-627)033841616 (DE-599)GBV033841616 (OCoLC)256490166 DE-627 ger DE-627 rakwb ger XA-DE Wetzell, Otto W. 1932- verfasserin (DE-588)110437829 (DE-627)489608574 (DE-576)163542635 aut Festigkeitslehre ; Teil 2 Stuttgart Teubner 1974 228 S. graph. Darst. Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Technische Mechanik für Bauingenieure / von O. W. Wetzell 3 Teubner Studienskripten 16 Literaturverz. S. 225 Wetzell, Otto W. 1932- Technische Mechanik für Bauingenieure. 3 3 (DE-627)033841586 (DE-576)9033841584 nm Teubner-Studienskripten 16 16 (DE-627)130188875 (DE-576)010900012 (DE-600)528805-8 1615-4592 ns https://external.dandelon.com/download/attachments/dandelon/ids/DE004CD35377BEEFC28A0C12579B1005E27E4.pdf V:DE-601 X:AGI pdf/application 2019-02-01 Verlag Inhaltsverzeichnis GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_60 ISIL_DE-705 GBV_ILN_69 ISIL_DE-9 GBV_ILN_70 ISIL_DE-89 GBV_ILN_90 ISIL_DE-Hil2 GBV_ILN_105 ISIL_DE-841 GBV_ILN_111 ISIL_DE-963 GBV_ILN_132 ISIL_DE-959 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_151 ISIL_DE-546 GBV_ILN_183 GBV_ILN_183_b18403 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 MV 20 01 0084 306788373 00 --%%-- 1405-8459 --%%-- --%%-- k 31-12-97 20 02 0084 1488796327 00 H1 Bd 20-3 i --%%-- riH1 15-07-14 60 01 0705 046783466 00 MB MEC 001.1:E0002-003 u --%%-- n 01-01-92 69 01 0009 4520797780 00 UB 670 670/75 A 2459(3) u --%%-- r 06-05-24 70 01 0089 104956283 00 Haus2 RA 3266(16) u --%%-- z 24-09-93 70 02 0089 104956291 00 Haus2 RA 3266(16) a u --%%-- z 24-09-93 90 01 3090 752436899 00 MAGAZIN 10088 u --%%-- r 09-01-05 105 02 0841 51607105X 00 Mag 2008 A 1577:3 u --%%-- z 29-05-08 111 02 961/6 647822504 00 --%%-- tec 100 Wet/3 u --%%-- zf 15-02-02 132 01 0959/1 474732797 00 W WCA 76 607(3) u --%%-- kw 19-03-01 136 01 3526 709999208 00 --%%-- 1975 A 686 (3) u --%%-- zwe 07-03-05 151 01 0546 304289841 00 MAG 014.098 u --%%-- z 15-10-98 183 01 3517 626711088 00 H184 Bb 9/282:3 c --%%-- zb18403 15-12-03 370 02 4370 274447053 00 CN-Mag Ch 2041.3.a --%%-- --%%-- zi001 24-02-98 736 01 4736/0005 4171408989 00 LE UF 1500 W544 -3 u --%%-- nle 10-05-12 20 00 DE-84 00 624.041.1 20 00 DE-84 00 624.04 20 00 DE-84 00 624:531.8 60 00 DE-705 04 MEC 001.1 132 01 0959/1 00 WCA 20 01 0084 84$014058459 60 01 0705 705/0$00806889 00 69 01 0009 9$11488654 70 01 0089 89$110965264 70 02 0089 89$111008441 90 01 3090 HIL2$00056510 105 02 0841 841$0001172077 111 02 961/6 963$0044520 132 01 0959/1 959$4620488 151 01 0546 00031179 370 02 4370 BA001762 736 01 4736/0005 00049368 60 01 0705 C 10936/A 69 01 0009 20.05.1975 90 01 3090 10088 105 02 0841 2008 A 1577:3 111 02 961/6 73.503 132 01 0959/1 76609 183 01 3517 1974/50989 370 02 4370 82.497 736 01 4736/0005 LE 5053
spelling	3519000164 3-519-00016-4 (DE-627)033841616 (DE-599)GBV033841616 (OCoLC)256490166 DE-627 ger DE-627 rakwb ger XA-DE Wetzell, Otto W. 1932- verfasserin (DE-588)110437829 (DE-627)489608574 (DE-576)163542635 aut Festigkeitslehre ; Teil 2 Stuttgart Teubner 1974 228 S. graph. Darst. Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Technische Mechanik für Bauingenieure / von O. W. Wetzell 3 Teubner Studienskripten 16 Literaturverz. S. 225 Wetzell, Otto W. 1932- Technische Mechanik für Bauingenieure. 3 3 (DE-627)033841586 (DE-576)9033841584 nm Teubner-Studienskripten 16 16 (DE-627)130188875 (DE-576)010900012 (DE-600)528805-8 1615-4592 ns https://external.dandelon.com/download/attachments/dandelon/ids/DE004CD35377BEEFC28A0C12579B1005E27E4.pdf V:DE-601 X:AGI pdf/application 2019-02-01 Verlag Inhaltsverzeichnis GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_60 ISIL_DE-705 GBV_ILN_69 ISIL_DE-9 GBV_ILN_70 ISIL_DE-89 GBV_ILN_90 ISIL_DE-Hil2 GBV_ILN_105 ISIL_DE-841 GBV_ILN_111 ISIL_DE-963 GBV_ILN_132 ISIL_DE-959 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_151 ISIL_DE-546 GBV_ILN_183 GBV_ILN_183_b18403 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 MV 20 01 0084 306788373 00 --%%-- 1405-8459 --%%-- --%%-- k 31-12-97 20 02 0084 1488796327 00 H1 Bd 20-3 i --%%-- riH1 15-07-14 60 01 0705 046783466 00 MB MEC 001.1:E0002-003 u --%%-- n 01-01-92 69 01 0009 4520797780 00 UB 670 670/75 A 2459(3) u --%%-- r 06-05-24 70 01 0089 104956283 00 Haus2 RA 3266(16) u --%%-- z 24-09-93 70 02 0089 104956291 00 Haus2 RA 3266(16) a u --%%-- z 24-09-93 90 01 3090 752436899 00 MAGAZIN 10088 u --%%-- r 09-01-05 105 02 0841 51607105X 00 Mag 2008 A 1577:3 u --%%-- z 29-05-08 111 02 961/6 647822504 00 --%%-- tec 100 Wet/3 u --%%-- zf 15-02-02 132 01 0959/1 474732797 00 W WCA 76 607(3) u --%%-- kw 19-03-01 136 01 3526 709999208 00 --%%-- 1975 A 686 (3) u --%%-- zwe 07-03-05 151 01 0546 304289841 00 MAG 014.098 u --%%-- z 15-10-98 183 01 3517 626711088 00 H184 Bb 9/282:3 c --%%-- zb18403 15-12-03 370 02 4370 274447053 00 CN-Mag Ch 2041.3.a --%%-- --%%-- zi001 24-02-98 736 01 4736/0005 4171408989 00 LE UF 1500 W544 -3 u --%%-- nle 10-05-12 20 00 DE-84 00 624.041.1 20 00 DE-84 00 624.04 20 00 DE-84 00 624:531.8 60 00 DE-705 04 MEC 001.1 132 01 0959/1 00 WCA 20 01 0084 84$014058459 60 01 0705 705/0$00806889 00 69 01 0009 9$11488654 70 01 0089 89$110965264 70 02 0089 89$111008441 90 01 3090 HIL2$00056510 105 02 0841 841$0001172077 111 02 961/6 963$0044520 132 01 0959/1 959$4620488 151 01 0546 00031179 370 02 4370 BA001762 736 01 4736/0005 00049368 60 01 0705 C 10936/A 69 01 0009 20.05.1975 90 01 3090 10088 105 02 0841 2008 A 1577:3 111 02 961/6 73.503 132 01 0959/1 76609 183 01 3517 1974/50989 370 02 4370 82.497 736 01 4736/0005 LE 5053
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fulltext	Technische Mechanik für Bauingenieure … Festigkeitslehre Teil … Von Dr.-Ing. O.W. Wetzell Fachhochschule Münster 1974. Mit … Bildern R Technische Hochschule Fachbereich /Mechanik k B.G.Teubner Stuttgart Bibliothek Mechanik TUD 58015563 I n h a l t s v e r z e i c h n i s Seite … Festigkeitshypothesen … Allgemeines … Fließ"bedingungen für den dreidimensionalen Spannungszustand … Die Hypothese der größten Hormalspannung … Die Hypothese der größten Dehnung … Die Hypothese der größten Schubspannung … Die Hypothese der elastischen Gesamtarbeit … Die Hypothese der konstanten Gestaltänderungsarbeit … Die Form der Fließbedingungen für den Fall, daß der Spannungszustand beschrieben wird durch Angabe von er , a y ' T x y ' x y z ' x zx … Fließbedingungen für den zweidimensionalen Spannungszustand … Die Hypothese der größten Normalspannung … Die Hypothese der größten Dehnung … Die Hypothese der größten Schubspannung … Die Hypothese der konstanten Formänderungsarbeit … Die Hypothese der konstanten Gestaltänderungsarbeit … Ergänzungen … Eine Bruch-Hypothese für Beton … Ergänzungen … Bauteile ohne Zugfestigkeit … Mauerwerk … Bodenpressungen unter Fundamenten … Nicht-homogene Bauteile … Alle Materialen sind zug- und druckfest … Nicht-zugfestes Grundmaterial … Querschnittsspannungen und ihre Resultierenden, die Schnittgrößen, bei nichtlinearem Spannungs-Dehnungs-Verhalten … Verhalten von Bauteilen bei stetig gekrümmter er-e-Linie … Verhalten von Bauteilen bei nichtkontinuierlicher Spannungs-Dehnungs- Seite … Linie … Sicherheit der Tragwerke, zweiter Teil … Die Bemessung biege-beanspruchter Stahlbetonbalken … Restspannungen bei plastischer Biegung … Biegespannungen in stark gekrümmten Stäben … Die Berechnung elastischer Verformungen … Arbeit und Energie … Arbeitssatz Die Biegelinie eines Stabwerkes Die Mohrsche Analogie Die Omega-Zahlen von Müller-Breslau Die Bemessung nach zulässigen Durchbiegungen Die Biegelinie eines Fachwerkträgers … Die Biegelinie bei geknickten Stabzügen und Bogeriträgern … Resultierende Verschiebung … Der Satz von Maxwell und Betti … Das Prinzip der virtuellen Verrückungen … .- … Die Sätze von Castigliano … 'Grundzüge der Theorie … Ordnung und Einführung in die StaMlitätstheorie … Seite … Einleitung … Differentialbeziehungen der Theorie … Ordnung … Begriffe und Bezeichnung;en in der Stabilitätstheorie … Der Knickstab … Der beidseitig gelenkig gelagerte … Stab … Der einseitig gelenkig gelagerte … Stab … Der beidseitig eingespannte Stab … Der frei auskragende Stab … Knicksicherheit; Bemessungsverfahren … Der Balken auf elastischer Unterlage … Grundlagen … Die Differentialgleichung des Problems … und deren allgemeine Lösung … Der Balken von endlicher Länge … Der Balken von unendlicher Länge …
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