Shear deformable beams and plates: relationships with classical solutions
Saved in:
| Main Author: | |
|---|---|
| Format: | Electronic eBook |
| Language: | English |
| Published: |
Amsterdam ; New York
Elsevier
2000
|
| Subjects: | |
| Item Description: | Print version record |
| Physical Description: | 1 online resource (xiv, 296 pages) illustrations |
| ISBN: | 9780080541150 0080541151 9780080437842 0080437842 1281072206 9781281072207 |
Staff View
MARC
| LEADER | 00000nmm a2200000zc 4500 | ||
|---|---|---|---|
| 001 | BV045341091 | ||
| 003 | DE-604 | ||
| 005 | 00000000000000.0 | ||
| 007 | cr|uuu---uuuuu | ||
| 008 | 181206s2000 |||| o||u| ||||||eng d | ||
| 020 | |a 9780080541150 |9 978-0-08-054115-0 | ||
| 020 | |a 0080541151 |9 0-08-054115-1 | ||
| 020 | |a 9780080437842 |9 978-0-08-043784-2 | ||
| 020 | |a 0080437842 |9 0-08-043784-2 | ||
| 020 | |a 1281072206 |9 1-281-07220-6 | ||
| 020 | |a 9781281072207 |9 978-1-281-07220-7 | ||
| 035 | |a (ZDB-4-ENC)ocm56117561 | ||
| 035 | |a (OCoLC)56117561 | ||
| 035 | |a (DE-599)BVBBV045341091 | ||
| 040 | |a DE-604 |b ger |e rda | ||
| 041 | 0 | |a eng | |
| 082 | 0 | |a 624.1/7765 |2 21 | |
| 100 | 1 | |a Wang, C. M. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Shear deformable beams and plates |b relationships with classical solutions |c C.M. Wang, J.N. Reddy, K.H. Lee |
| 264 | 1 | |a Amsterdam ; New York |b Elsevier |c 2000 | |
| 300 | |a 1 online resource (xiv, 296 pages) |b illustrations | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b c |2 rdamedia | ||
| 338 | |b cr |2 rdacarrier | ||
| 500 | |a Print version record | ||
| 505 | 8 | |a Most books on the theory and analysis of beams and plates deal with the classical (Euler-Bernoulli/Kirchoff) theories but few include shear deformation theories in detail. The classical beam/plate theory is not adequate in providing accurate bending, buckling, and vibration results when the thickness-to-length ratio of the beam/plate is relatively large. This is because the effect of transverse shear strains, neglected in the classical theory, becomes significant in deep beams and thick plates. This book illustrates how shear deformation theories provide accurate solutions compared to the clas | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING / Structural |2 bisacsh | |
| 650 | 7 | |a Deformations (Mechanics) |2 fast | |
| 650 | 7 | |a Girders / Mathematical models |2 fast | |
| 650 | 7 | |a Mathematical analysis |2 fast | |
| 650 | 7 | |a Plates (Engineering) / Mathematical models |2 fast | |
| 650 | 7 | |a Shear (Mechanics) |2 fast | |
| 650 | 4 | |a Electronic books | |
| 650 | 4 | |a Plates (Engineering) |x Mathematical models |a Girders |x Mathematical models |a Shear (Mechanics) |a Deformations (Mechanics) |a Mathematical analysis | |
| 650 | 0 | 7 | |a Platte |0 (DE-588)4046304-7 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Scherfestigkeit |0 (DE-588)4139713-7 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Backen |0 (DE-588)4004135-9 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Platte |0 (DE-588)4046304-7 |D s |
| 689 | 0 | 1 | |a Scherfestigkeit |0 (DE-588)4139713-7 |D s |
| 689 | 0 | |8 1\p |5 DE-604 | |
| 689 | 1 | 0 | |a Backen |0 (DE-588)4004135-9 |D s |
| 689 | 1 | 1 | |a Scherfestigkeit |0 (DE-588)4139713-7 |D s |
| 689 | 1 | |8 2\p |5 DE-604 | |
| 700 | 1 | |a Reddy, J. N. |d 1945- |e Sonstige |4 oth | |
| 700 | 1 | |a Lee, K. H. |e Sonstige |4 oth | |
| 776 | 0 | 8 | |i Erscheint auch als |n Druck-Ausgabe |a Wang, C.M. |t Shear deformable beams and plates |d Amsterdam ; New York : Elsevier, 2000 |
| 912 | |a ZDB-4-ENC | ||
| 999 | |a oai:aleph.bib-bvb.de:BVB01-030727795 | ||
| 883 | 1 | |8 1\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
| 883 | 1 | |8 2\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
Record in the Search Index
| _version_ | 1804179157400158208 |
|---|---|
| any_adam_object | |
| author | Wang, C. M. |
| author_facet | Wang, C. M. |
| author_role | aut |
| author_sort | Wang, C. M. |
| author_variant | c m w cm cmw |
| building | Verbundindex |
| bvnumber | BV045341091 |
| collection | ZDB-4-ENC |
| contents | Most books on the theory and analysis of beams and plates deal with the classical (Euler-Bernoulli/Kirchoff) theories but few include shear deformation theories in detail. The classical beam/plate theory is not adequate in providing accurate bending, buckling, and vibration results when the thickness-to-length ratio of the beam/plate is relatively large. This is because the effect of transverse shear strains, neglected in the classical theory, becomes significant in deep beams and thick plates. This book illustrates how shear deformation theories provide accurate solutions compared to the clas |
| ctrlnum | (ZDB-4-ENC)ocm56117561 (OCoLC)56117561 (DE-599)BVBBV045341091 |
| dewey-full | 624.1/7765 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/7765 |
| dewey-search | 624.1/7765 |
| dewey-sort | 3624.1 47765 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>03090nmm a2200625zc 4500</leader><controlfield tag="001">BV045341091</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">cr|uuu---uuuuu</controlfield><controlfield tag="008">181206s2000 |||| o||u| ||||||eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9780080541150</subfield><subfield code="9">978-0-08-054115-0</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">0080541151</subfield><subfield code="9">0-08-054115-1</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9780080437842</subfield><subfield code="9">978-0-08-043784-2</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">0080437842</subfield><subfield code="9">0-08-043784-2</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">1281072206</subfield><subfield code="9">1-281-07220-6</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9781281072207</subfield><subfield code="9">978-1-281-07220-7</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ZDB-4-ENC)ocm56117561</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)56117561</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV045341091</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">rda</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.1/7765</subfield><subfield code="2">21</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Wang, C. M.</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Shear deformable beams and plates</subfield><subfield code="b">relationships with classical solutions</subfield><subfield code="c">C.M. Wang, J.N. Reddy, K.H. Lee</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Amsterdam ; New York</subfield><subfield code="b">Elsevier</subfield><subfield code="c">2000</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 online resource (xiv, 296 pages)</subfield><subfield code="b">illustrations</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Print version record</subfield></datafield><datafield tag="505" ind1="8" ind2=" "><subfield code="a">Most books on the theory and analysis of beams and plates deal with the classical (Euler-Bernoulli/Kirchoff) theories but few include shear deformation theories in detail. The classical beam/plate theory is not adequate in providing accurate bending, buckling, and vibration results when the thickness-to-length ratio of the beam/plate is relatively large. This is because the effect of transverse shear strains, neglected in the classical theory, becomes significant in deep beams and thick plates. This book illustrates how shear deformation theories provide accurate solutions compared to the clas</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">TECHNOLOGY & ENGINEERING / Structural</subfield><subfield code="2">bisacsh</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Deformations (Mechanics)</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Girders / Mathematical models</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Mathematical analysis</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Plates (Engineering) / Mathematical models</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Shear (Mechanics)</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Electronic books</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Plates (Engineering)</subfield><subfield code="x">Mathematical models</subfield><subfield code="a">Girders</subfield><subfield code="x">Mathematical models</subfield><subfield code="a">Shear (Mechanics)</subfield><subfield code="a">Deformations (Mechanics)</subfield><subfield code="a">Mathematical analysis</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Platte</subfield><subfield code="0">(DE-588)4046304-7</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Scherfestigkeit</subfield><subfield code="0">(DE-588)4139713-7</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Backen</subfield><subfield code="0">(DE-588)4004135-9</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Platte</subfield><subfield code="0">(DE-588)4046304-7</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Scherfestigkeit</subfield><subfield code="0">(DE-588)4139713-7</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="8">1\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="689" ind1="1" ind2="0"><subfield code="a">Backen</subfield><subfield code="0">(DE-588)4004135-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2="1"><subfield code="a">Scherfestigkeit</subfield><subfield code="0">(DE-588)4139713-7</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="1" ind2=" "><subfield code="8">2\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Reddy, J. N.</subfield><subfield code="d">1945-</subfield><subfield code="e">Sonstige</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lee, K. H.</subfield><subfield code="e">Sonstige</subfield><subfield code="4">oth</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="a">Wang, C.M.</subfield><subfield code="t">Shear deformable beams and plates</subfield><subfield code="d">Amsterdam ; New York : Elsevier, 2000</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-4-ENC</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-030727795</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">1\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">2\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield></record></collection> |
| id | DE-604.BV045341091 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T08:15:24Z |
| institution | BVB |
| isbn | 9780080541150 0080541151 9780080437842 0080437842 1281072206 9781281072207 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-030727795 |
| oclc_num | 56117561 |
| open_access_boolean | |
| physical | 1 online resource (xiv, 296 pages) illustrations |
| psigel | ZDB-4-ENC |
| publishDate | 2000 |
| publishDateSearch | 2000 |
| publishDateSort | 2000 |
| publisher | Elsevier |
| record_format | marc |
| spelling | Wang, C. M. Verfasser aut Shear deformable beams and plates relationships with classical solutions C.M. Wang, J.N. Reddy, K.H. Lee Amsterdam ; New York Elsevier 2000 1 online resource (xiv, 296 pages) illustrations txt rdacontent c rdamedia cr rdacarrier Print version record Most books on the theory and analysis of beams and plates deal with the classical (Euler-Bernoulli/Kirchoff) theories but few include shear deformation theories in detail. The classical beam/plate theory is not adequate in providing accurate bending, buckling, and vibration results when the thickness-to-length ratio of the beam/plate is relatively large. This is because the effect of transverse shear strains, neglected in the classical theory, becomes significant in deep beams and thick plates. This book illustrates how shear deformation theories provide accurate solutions compared to the clas TECHNOLOGY & ENGINEERING / Structural bisacsh Deformations (Mechanics) fast Girders / Mathematical models fast Mathematical analysis fast Plates (Engineering) / Mathematical models fast Shear (Mechanics) fast Electronic books Plates (Engineering) Mathematical models Girders Mathematical models Shear (Mechanics) Deformations (Mechanics) Mathematical analysis Platte (DE-588)4046304-7 gnd rswk-swf Scherfestigkeit (DE-588)4139713-7 gnd rswk-swf Backen (DE-588)4004135-9 gnd rswk-swf Platte (DE-588)4046304-7 s Scherfestigkeit (DE-588)4139713-7 s 1\p DE-604 Backen (DE-588)4004135-9 s 2\p DE-604 Reddy, J. N. 1945- Sonstige oth Lee, K. H. Sonstige oth Erscheint auch als Druck-Ausgabe Wang, C.M. Shear deformable beams and plates Amsterdam ; New York : Elsevier, 2000 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Wang, C. M. Shear deformable beams and plates relationships with classical solutions Most books on the theory and analysis of beams and plates deal with the classical (Euler-Bernoulli/Kirchoff) theories but few include shear deformation theories in detail. The classical beam/plate theory is not adequate in providing accurate bending, buckling, and vibration results when the thickness-to-length ratio of the beam/plate is relatively large. This is because the effect of transverse shear strains, neglected in the classical theory, becomes significant in deep beams and thick plates. This book illustrates how shear deformation theories provide accurate solutions compared to the clas TECHNOLOGY & ENGINEERING / Structural bisacsh Deformations (Mechanics) fast Girders / Mathematical models fast Mathematical analysis fast Plates (Engineering) / Mathematical models fast Shear (Mechanics) fast Electronic books Plates (Engineering) Mathematical models Girders Mathematical models Shear (Mechanics) Deformations (Mechanics) Mathematical analysis Platte (DE-588)4046304-7 gnd Scherfestigkeit (DE-588)4139713-7 gnd Backen (DE-588)4004135-9 gnd |
| subject_GND | (DE-588)4046304-7 (DE-588)4139713-7 (DE-588)4004135-9 |
| title | Shear deformable beams and plates relationships with classical solutions |
| title_auth | Shear deformable beams and plates relationships with classical solutions |
| title_exact_search | Shear deformable beams and plates relationships with classical solutions |
| title_full | Shear deformable beams and plates relationships with classical solutions C.M. Wang, J.N. Reddy, K.H. Lee |
| title_fullStr | Shear deformable beams and plates relationships with classical solutions C.M. Wang, J.N. Reddy, K.H. Lee |
| title_full_unstemmed | Shear deformable beams and plates relationships with classical solutions C.M. Wang, J.N. Reddy, K.H. Lee |
| title_short | Shear deformable beams and plates |
| title_sort | shear deformable beams and plates relationships with classical solutions |
| title_sub | relationships with classical solutions |
| topic | TECHNOLOGY & ENGINEERING / Structural bisacsh Deformations (Mechanics) fast Girders / Mathematical models fast Mathematical analysis fast Plates (Engineering) / Mathematical models fast Shear (Mechanics) fast Electronic books Plates (Engineering) Mathematical models Girders Mathematical models Shear (Mechanics) Deformations (Mechanics) Mathematical analysis Platte (DE-588)4046304-7 gnd Scherfestigkeit (DE-588)4139713-7 gnd Backen (DE-588)4004135-9 gnd |
| topic_facet | TECHNOLOGY & ENGINEERING / Structural Deformations (Mechanics) Girders / Mathematical models Mathematical analysis Plates (Engineering) / Mathematical models Shear (Mechanics) Electronic books Plates (Engineering) Mathematical models Girders Mathematical models Shear (Mechanics) Deformations (Mechanics) Mathematical analysis Platte Scherfestigkeit Backen |
| work_keys_str_mv | AT wangcm sheardeformablebeamsandplatesrelationshipswithclassicalsolutions AT reddyjn sheardeformablebeamsandplatesrelationshipswithclassicalsolutions AT leekh sheardeformablebeamsandplatesrelationshipswithclassicalsolutions |