Exact solutions in the reinforcement of a circular plate under concentrated loads
Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the l...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Knops, R. J. [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2006 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© Springer-Verlag 2006 |
|---|
| Übergeordnetes Werk: |
Enthalten in: Structural and multidisciplinary optimization - Springer-Verlag, 2000, 32(2006), 5 vom: 21. Aug., Seite 427-433 |
|---|---|
| Übergeordnetes Werk: |
volume:32 ; year:2006 ; number:5 ; day:21 ; month:08 ; pages:427-433 |
| Links: |
|---|
| DOI / URN: |
10.1007/s00158-005-0598-x |
|---|
| Katalog-ID: |
OLC2051768900 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | OLC2051768900 | ||
| 003 | DE-627 | ||
| 005 | 20230401064836.0 | ||
| 007 | tu | ||
| 008 | 200820s2006 xx ||||| 00| ||eng c | ||
| 024 | 7 | |a 10.1007/s00158-005-0598-x |2 doi | |
| 035 | |a (DE-627)OLC2051768900 | ||
| 035 | |a (DE-He213)s00158-005-0598-x-p | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 510 |q VZ |
| 084 | |a 11 |2 ssgn | ||
| 084 | |a 50.03$jMethoden und Techniken der Ingenieurwissenschaften |2 bkl | ||
| 100 | 1 | |a Knops, R. J. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Exact solutions in the reinforcement of a circular plate under concentrated loads |
| 264 | 1 | |c 2006 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
| 338 | |a Band |b nc |2 rdacarrier | ||
| 500 | |a © Springer-Verlag 2006 | ||
| 520 | |a Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. | ||
| 650 | 4 | |a Circular Plate | |
| 650 | 4 | |a Concentrate Load | |
| 650 | 4 | |a Concentrate Force | |
| 650 | 4 | |a Loaded Plate | |
| 650 | 4 | |a Optimal Reinforcement | |
| 700 | 1 | |a Villaggio, P. |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Structural and multidisciplinary optimization |d Springer-Verlag, 2000 |g 32(2006), 5 vom: 21. Aug., Seite 427-433 |w (DE-627)312415958 |w (DE-600)2009366-4 |w (DE-576)090895207 |x 1615-147X |7 nnns |
| 773 | 1 | 8 | |g volume:32 |g year:2006 |g number:5 |g day:21 |g month:08 |g pages:427-433 |
| 856 | 4 | 1 | |u https://doi.org/10.1007/s00158-005-0598-x |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_OLC | ||
| 912 | |a SSG-OLC-MAT | ||
| 912 | |a SSG-OPC-MAT | ||
| 912 | |a GBV_ILN_20 | ||
| 912 | |a GBV_ILN_40 | ||
| 912 | |a GBV_ILN_63 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_2016 | ||
| 912 | |a GBV_ILN_2018 | ||
| 912 | |a GBV_ILN_2020 | ||
| 912 | |a GBV_ILN_4046 | ||
| 912 | |a GBV_ILN_4116 | ||
| 912 | |a GBV_ILN_4277 | ||
| 912 | |a GBV_ILN_4316 | ||
| 936 | b | k | |a 50.03$jMethoden und Techniken der Ingenieurwissenschaften |q VZ |0 181571455 |0 (DE-625)181571455 |
| 951 | |a AR | ||
| 952 | |d 32 |j 2006 |e 5 |b 21 |c 08 |h 427-433 | ||
| author_variant |
r j k rj rjk p v pv |
|---|---|
| matchkey_str |
article:1615147X:2006----::xcsltosnhrifreetfcruapaen |
| hierarchy_sort_str |
2006 |
| bklnumber |
50.03$jMethoden und Techniken der Ingenieurwissenschaften |
| publishDate |
2006 |
| allfields |
10.1007/s00158-005-0598-x doi (DE-627)OLC2051768900 (DE-He213)s00158-005-0598-x-p DE-627 ger DE-627 rakwb eng 510 VZ 11 ssgn 50.03$jMethoden und Techniken der Ingenieurwissenschaften bkl Knops, R. J. verfasserin aut Exact solutions in the reinforcement of a circular plate under concentrated loads 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2006 Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. Circular Plate Concentrate Load Concentrate Force Loaded Plate Optimal Reinforcement Villaggio, P. aut Enthalten in Structural and multidisciplinary optimization Springer-Verlag, 2000 32(2006), 5 vom: 21. Aug., Seite 427-433 (DE-627)312415958 (DE-600)2009366-4 (DE-576)090895207 1615-147X nnns volume:32 year:2006 number:5 day:21 month:08 pages:427-433 https://doi.org/10.1007/s00158-005-0598-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4316 50.03$jMethoden und Techniken der Ingenieurwissenschaften VZ 181571455 (DE-625)181571455 AR 32 2006 5 21 08 427-433 |
| spelling |
10.1007/s00158-005-0598-x doi (DE-627)OLC2051768900 (DE-He213)s00158-005-0598-x-p DE-627 ger DE-627 rakwb eng 510 VZ 11 ssgn 50.03$jMethoden und Techniken der Ingenieurwissenschaften bkl Knops, R. J. verfasserin aut Exact solutions in the reinforcement of a circular plate under concentrated loads 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2006 Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. Circular Plate Concentrate Load Concentrate Force Loaded Plate Optimal Reinforcement Villaggio, P. aut Enthalten in Structural and multidisciplinary optimization Springer-Verlag, 2000 32(2006), 5 vom: 21. Aug., Seite 427-433 (DE-627)312415958 (DE-600)2009366-4 (DE-576)090895207 1615-147X nnns volume:32 year:2006 number:5 day:21 month:08 pages:427-433 https://doi.org/10.1007/s00158-005-0598-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4316 50.03$jMethoden und Techniken der Ingenieurwissenschaften VZ 181571455 (DE-625)181571455 AR 32 2006 5 21 08 427-433 |
| allfields_unstemmed |
10.1007/s00158-005-0598-x doi (DE-627)OLC2051768900 (DE-He213)s00158-005-0598-x-p DE-627 ger DE-627 rakwb eng 510 VZ 11 ssgn 50.03$jMethoden und Techniken der Ingenieurwissenschaften bkl Knops, R. J. verfasserin aut Exact solutions in the reinforcement of a circular plate under concentrated loads 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2006 Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. Circular Plate Concentrate Load Concentrate Force Loaded Plate Optimal Reinforcement Villaggio, P. aut Enthalten in Structural and multidisciplinary optimization Springer-Verlag, 2000 32(2006), 5 vom: 21. Aug., Seite 427-433 (DE-627)312415958 (DE-600)2009366-4 (DE-576)090895207 1615-147X nnns volume:32 year:2006 number:5 day:21 month:08 pages:427-433 https://doi.org/10.1007/s00158-005-0598-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4316 50.03$jMethoden und Techniken der Ingenieurwissenschaften VZ 181571455 (DE-625)181571455 AR 32 2006 5 21 08 427-433 |
| allfieldsGer |
10.1007/s00158-005-0598-x doi (DE-627)OLC2051768900 (DE-He213)s00158-005-0598-x-p DE-627 ger DE-627 rakwb eng 510 VZ 11 ssgn 50.03$jMethoden und Techniken der Ingenieurwissenschaften bkl Knops, R. J. verfasserin aut Exact solutions in the reinforcement of a circular plate under concentrated loads 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2006 Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. Circular Plate Concentrate Load Concentrate Force Loaded Plate Optimal Reinforcement Villaggio, P. aut Enthalten in Structural and multidisciplinary optimization Springer-Verlag, 2000 32(2006), 5 vom: 21. Aug., Seite 427-433 (DE-627)312415958 (DE-600)2009366-4 (DE-576)090895207 1615-147X nnns volume:32 year:2006 number:5 day:21 month:08 pages:427-433 https://doi.org/10.1007/s00158-005-0598-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4316 50.03$jMethoden und Techniken der Ingenieurwissenschaften VZ 181571455 (DE-625)181571455 AR 32 2006 5 21 08 427-433 |
| allfieldsSound |
10.1007/s00158-005-0598-x doi (DE-627)OLC2051768900 (DE-He213)s00158-005-0598-x-p DE-627 ger DE-627 rakwb eng 510 VZ 11 ssgn 50.03$jMethoden und Techniken der Ingenieurwissenschaften bkl Knops, R. J. verfasserin aut Exact solutions in the reinforcement of a circular plate under concentrated loads 2006 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer-Verlag 2006 Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. Circular Plate Concentrate Load Concentrate Force Loaded Plate Optimal Reinforcement Villaggio, P. aut Enthalten in Structural and multidisciplinary optimization Springer-Verlag, 2000 32(2006), 5 vom: 21. Aug., Seite 427-433 (DE-627)312415958 (DE-600)2009366-4 (DE-576)090895207 1615-147X nnns volume:32 year:2006 number:5 day:21 month:08 pages:427-433 https://doi.org/10.1007/s00158-005-0598-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4316 50.03$jMethoden und Techniken der Ingenieurwissenschaften VZ 181571455 (DE-625)181571455 AR 32 2006 5 21 08 427-433 |
| language |
English |
| source |
Enthalten in Structural and multidisciplinary optimization 32(2006), 5 vom: 21. Aug., Seite 427-433 volume:32 year:2006 number:5 day:21 month:08 pages:427-433 |
| sourceStr |
Enthalten in Structural and multidisciplinary optimization 32(2006), 5 vom: 21. Aug., Seite 427-433 volume:32 year:2006 number:5 day:21 month:08 pages:427-433 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Circular Plate Concentrate Load Concentrate Force Loaded Plate Optimal Reinforcement |
| dewey-raw |
510 |
| isfreeaccess_bool |
false |
| container_title |
Structural and multidisciplinary optimization |
| authorswithroles_txt_mv |
Knops, R. J. @@aut@@ Villaggio, P. @@aut@@ |
| publishDateDaySort_date |
2006-08-21T00:00:00Z |
| hierarchy_top_id |
312415958 |
| dewey-sort |
3510 |
| id |
OLC2051768900 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2051768900</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401064836.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200820s2006 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s00158-005-0598-x</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2051768900</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s00158-005-0598-x-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">510</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">11</subfield><subfield code="2">ssgn</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">50.03$jMethoden und Techniken der Ingenieurwissenschaften</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Knops, R. J.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Exact solutions in the reinforcement of a circular plate under concentrated loads</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2006</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer-Verlag 2006</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Circular Plate</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Concentrate Load</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Concentrate Force</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Loaded Plate</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Optimal Reinforcement</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Villaggio, P.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Structural and multidisciplinary optimization</subfield><subfield code="d">Springer-Verlag, 2000</subfield><subfield code="g">32(2006), 5 vom: 21. Aug., Seite 427-433</subfield><subfield code="w">(DE-627)312415958</subfield><subfield code="w">(DE-600)2009366-4</subfield><subfield code="w">(DE-576)090895207</subfield><subfield code="x">1615-147X</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:32</subfield><subfield code="g">year:2006</subfield><subfield code="g">number:5</subfield><subfield code="g">day:21</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:427-433</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s00158-005-0598-x</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2018</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4116</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4277</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4316</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">50.03$jMethoden und Techniken der Ingenieurwissenschaften</subfield><subfield code="q">VZ</subfield><subfield code="0">181571455</subfield><subfield code="0">(DE-625)181571455</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">32</subfield><subfield code="j">2006</subfield><subfield code="e">5</subfield><subfield code="b">21</subfield><subfield code="c">08</subfield><subfield code="h">427-433</subfield></datafield></record></collection>
|
| author |
Knops, R. J. |
| spellingShingle |
Knops, R. J. ddc 510 ssgn 11 bkl 50.03$jMethoden und Techniken der Ingenieurwissenschaften misc Circular Plate misc Concentrate Load misc Concentrate Force misc Loaded Plate misc Optimal Reinforcement Exact solutions in the reinforcement of a circular plate under concentrated loads |
| authorStr |
Knops, R. J. |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)312415958 |
| format |
Article |
| dewey-ones |
510 - Mathematics |
| delete_txt_mv |
keep |
| author_role |
aut aut |
| collection |
OLC |
| remote_str |
false |
| illustrated |
Not Illustrated |
| issn |
1615-147X |
| topic_title |
510 VZ 11 ssgn 50.03$jMethoden und Techniken der Ingenieurwissenschaften bkl Exact solutions in the reinforcement of a circular plate under concentrated loads Circular Plate Concentrate Load Concentrate Force Loaded Plate Optimal Reinforcement |
| topic |
ddc 510 ssgn 11 bkl 50.03$jMethoden und Techniken der Ingenieurwissenschaften misc Circular Plate misc Concentrate Load misc Concentrate Force misc Loaded Plate misc Optimal Reinforcement |
| topic_unstemmed |
ddc 510 ssgn 11 bkl 50.03$jMethoden und Techniken der Ingenieurwissenschaften misc Circular Plate misc Concentrate Load misc Concentrate Force misc Loaded Plate misc Optimal Reinforcement |
| topic_browse |
ddc 510 ssgn 11 bkl 50.03$jMethoden und Techniken der Ingenieurwissenschaften misc Circular Plate misc Concentrate Load misc Concentrate Force misc Loaded Plate misc Optimal Reinforcement |
| format_facet |
Aufsätze Gedruckte Aufsätze |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
nc |
| hierarchy_parent_title |
Structural and multidisciplinary optimization |
| hierarchy_parent_id |
312415958 |
| dewey-tens |
510 - Mathematics |
| hierarchy_top_title |
Structural and multidisciplinary optimization |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)312415958 (DE-600)2009366-4 (DE-576)090895207 |
| title |
Exact solutions in the reinforcement of a circular plate under concentrated loads |
| ctrlnum |
(DE-627)OLC2051768900 (DE-He213)s00158-005-0598-x-p |
| title_full |
Exact solutions in the reinforcement of a circular plate under concentrated loads |
| author_sort |
Knops, R. J. |
| journal |
Structural and multidisciplinary optimization |
| journalStr |
Structural and multidisciplinary optimization |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
500 - Science |
| recordtype |
marc |
| publishDateSort |
2006 |
| contenttype_str_mv |
txt |
| container_start_page |
427 |
| author_browse |
Knops, R. J. Villaggio, P. |
| container_volume |
32 |
| class |
510 VZ 11 ssgn 50.03$jMethoden und Techniken der Ingenieurwissenschaften bkl |
| format_se |
Aufsätze |
| author-letter |
Knops, R. J. |
| doi_str_mv |
10.1007/s00158-005-0598-x |
| normlink |
181571455 |
| normlink_prefix_str_mv |
181571455 (DE-625)181571455 |
| dewey-full |
510 |
| title_sort |
exact solutions in the reinforcement of a circular plate under concentrated loads |
| title_auth |
Exact solutions in the reinforcement of a circular plate under concentrated loads |
| abstract |
Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. © Springer-Verlag 2006 |
| abstractGer |
Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. © Springer-Verlag 2006 |
| abstract_unstemmed |
Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume. © Springer-Verlag 2006 |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-MAT SSG-OPC-MAT GBV_ILN_20 GBV_ILN_40 GBV_ILN_63 GBV_ILN_70 GBV_ILN_2016 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_4046 GBV_ILN_4116 GBV_ILN_4277 GBV_ILN_4316 |
| container_issue |
5 |
| title_short |
Exact solutions in the reinforcement of a circular plate under concentrated loads |
| url |
https://doi.org/10.1007/s00158-005-0598-x |
| remote_bool |
false |
| author2 |
Villaggio, P. |
| author2Str |
Villaggio, P. |
| ppnlink |
312415958 |
| mediatype_str_mv |
n |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/s00158-005-0598-x |
| up_date |
2024-07-04T05:15:10.413Z |
| _version_ |
1803624236084887552 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2051768900</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401064836.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200820s2006 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s00158-005-0598-x</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2051768900</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s00158-005-0598-x-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">510</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">11</subfield><subfield code="2">ssgn</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">50.03$jMethoden und Techniken der Ingenieurwissenschaften</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Knops, R. J.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Exact solutions in the reinforcement of a circular plate under concentrated loads</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2006</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer-Verlag 2006</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract A thin elastic plate, supported along the boundary, is loaded either by a single concentrated force at a given internal point, or by two equal and opposite concentrated forces at given internal diametrically opposite points. In each problem, the compliance, defined as the work done by the load, can be reduced on stiffening the plate by the addition to the boundary of an elastic strip whose cross-section is variable but whose total volume is prescribed. The cross-sectional area that minimises the compliance provides the optimal reinforcement for both problems. The respective compliances are compared with those obtained when the plate’s boundary is reinforced by a strip of uniform cross-section and of the given volume.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Circular Plate</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Concentrate Load</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Concentrate Force</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Loaded Plate</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Optimal Reinforcement</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Villaggio, P.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Structural and multidisciplinary optimization</subfield><subfield code="d">Springer-Verlag, 2000</subfield><subfield code="g">32(2006), 5 vom: 21. Aug., Seite 427-433</subfield><subfield code="w">(DE-627)312415958</subfield><subfield code="w">(DE-600)2009366-4</subfield><subfield code="w">(DE-576)090895207</subfield><subfield code="x">1615-147X</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:32</subfield><subfield code="g">year:2006</subfield><subfield code="g">number:5</subfield><subfield code="g">day:21</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:427-433</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s00158-005-0598-x</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OPC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2018</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4116</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4277</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4316</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">50.03$jMethoden und Techniken der Ingenieurwissenschaften</subfield><subfield code="q">VZ</subfield><subfield code="0">181571455</subfield><subfield code="0">(DE-625)181571455</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">32</subfield><subfield code="j">2006</subfield><subfield code="e">5</subfield><subfield code="b">21</subfield><subfield code="c">08</subfield><subfield code="h">427-433</subfield></datafield></record></collection>
|
| score |
7.3999968 |