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 thicknes...
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| Weitere Verfasser: | , |
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Amsterdam ; New York :
Elsevier,
2000.
|
| Schlagworte: | |
| Online-Zugang: | Volltext Volltext |
| Zusammenfassung: | 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. |
| Beschreibung: | 1 online resource (xiv, 296 pages) : illustrations |
| Bibliographie: | Includes bibliographical references (pages 279-291) and index. |
| ISBN: | 9780080541150 0080541151 9780080437842 0080437842 1281072206 9781281072207 |
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| 245 | 1 | 0 | |a Shear deformable beams and plates : |b relationships with classical solutions / |c C.M. Wang, J.N. Reddy, K.H. Lee. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier, |c 2000. | ||
| 300 | |a 1 online resource (xiv, 296 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 347 | |a data file | ||
| 504 | |a Includes bibliographical references (pages 279-291) and index. | ||
| 505 | 0 | |a Cover -- Contents -- Preface -- Chapter 1. Introduction -- 1.1 Preliminary Comments -- 1.2 An Overview of Plate Theories -- 1.3 Present Study -- Problems -- Part 1: Beams -- Chapter 2. Bending of Beams -- 2.1 Beam Theories -- 2.2 Relationships Between EBT and TBT -- 2.3 Relationships Between EBT and RBT -- 2.4 Examples -- 2.5 Summary -- Problems -- Chapter 3. Shear -- Flexural Stiffness Matrix -- 3.1 Introduction -- 3.2 Summary of Relationships -- 3.3 Stiffness Matrix -- 3.4 Frame Structure -- An Example -- 3.5 Concluding Remarks -- Problems -- Chapter 4. Buckling of Columns -- 4.1 Introduction -- 4.2 Relationship Between Euler-Bernoulli -- 4.3 Relationship Between Euler-Bernoulli and Reddy-Bickford Columns -- 4.4 Concluding Remarks -- Problems -- Chapter 5. Tapered Beams -- 5.1 Introduction -- 5.2 Stress Resultant- Displacement Relations -- 5.3 Equilibrium Equations -- 5.4 Deflection and Force Relationships -- 5.5 Symmetrically Laminated Beams -- 5.6 Concluding Remarks -- Problems -- Part 2: Plates -- Chapter 6. Theories of Plate Bending -- 6.1 Overview of Plate Theories -- 6.2 Classical (Kirchhoff) Plate Theory (CPT) -- 6.3 First-Order Shear Deformation Plate Theory (FSDT) -- 6.4 Third-Order Shear Deformation Plate Theory (TSDT) -- Problems -- Chapter 7. Bending Relationships for Simply Supported Plates -- 7.1 Introduction -- 7.2 Relationships Between CPT and FSDT -- 7.3 Examples -- 7.4 Relationships Between CPT and TSDT -- 7.5 Closure -- Problems -- Chapter 8. Bending Relationships for Lévy Solutions -- 8.1 Introduction -- 8.2 Governing Equations -- 8.3 Bending Relationships -- 8.4 Numerical Results -- Problems -- Chapter 9. Bending Relationships for Circular and Annular Plates -- 9.1 Governing Equations -- 9.2 Relationships Between CPT and FSDT -- 9.3 Relationships Between CPT and TSDT -- 9.4 Closure -- Problems -- Chapter 10. Bending Relationships for Sectorial Plates -- 10.1 Introduction -- 10.2 Formulation -- 10.3 Exact Bending Relationships -- 10.4 Examples -- 10.5 Conclusions -- Problems -- Chapter 11. Buckling Relationships -- 11.1 Polygonal Plates -- 11.2 Circular Plates -- 11.3 Sectorial Mindlin Plates -- Problems -- Chapter 12. Free Vibration Relationships -- 12.1 Introduction -- 12.2 Relationships Between CPT and FSDT -- 12.3 Relationships Between CPT and TSDT -- 12.4 Concluding Remarks -- Problems -- Chapter 13. Relationships for Inhomogeneous Plates -- 13.1 Deflection Relationships for Sandwich Plates -- 13.2 Deflection Relationships for Functionally Graded Circular Plates -- 13.3 Buckling Load Relationships for Sandwich Mindlin Plates -- 13.4 Free Vibration Relationships for Sandwich Plates -- 13.5 Summary -- References -- Subject Index -- Last Page. | |
| 520 | |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. | ||
| 588 | 0 | |a Print version record. | |
| 650 | 0 | |a Plates (Engineering) |x Mathematical models. | |
| 650 | 0 | |a Girders |x Mathematical models. | |
| 650 | 0 | |a Shear (Mechanics) |0 http://id.loc.gov/authorities/subjects/sh85121188 | |
| 650 | 0 | |a Deformations (Mechanics) |0 http://id.loc.gov/authorities/subjects/sh85036465 | |
| 650 | 0 | |a Mathematical analysis. |0 http://id.loc.gov/authorities/subjects/sh85082116 | |
| 650 | 6 | |a Plaques (Ingénierie) |x Modèles mathématiques. | |
| 650 | 6 | |a Poutres |x Modèles mathématiques. | |
| 650 | 6 | |a Cisaillement (Mécanique) | |
| 650 | 6 | |a Déformations (Mécanique) | |
| 650 | 6 | |a Analyse mathématique. | |
| 650 | 7 | |a shear stress. |2 aat | |
| 650 | 7 | |a deformation. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
| 650 | 7 | |a Deformations (Mechanics) |2 fast | |
| 650 | 7 | |a Girders |x Mathematical models |2 fast | |
| 650 | 7 | |a Mathematical analysis |2 fast | |
| 650 | 7 | |a Plates (Engineering) |x Mathematical models |2 fast | |
| 650 | 7 | |a Shear (Mechanics) |2 fast | |
| 700 | 1 | |a Reddy, J. N. |q (Junuthula Narasimha), |d 1945- |1 https://id.oclc.org/worldcat/entity/E39PBJdrF6bjpHkVyBHfQHB3wC |0 http://id.loc.gov/authorities/names/n82125648 | |
| 700 | 1 | |a Lee, K. H. |1 https://id.oclc.org/worldcat/entity/E39PCjvcxQQfHK9qrHFf8MphgX |0 http://id.loc.gov/authorities/names/n91129070 | |
| 776 | 0 | 8 | |i Print version: |a Wang, C.M. |t Shear deformable beams and plates. |d Amsterdam ; New York : Elsevier, 2000 |w (DLC) 00035437 |
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Datensatz im Suchindex
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| _version_ | 1816881617003610113 |
| adam_text | |
| any_adam_object | |
| author | Wang, C. M. |
| author2 | Reddy, J. N. (Junuthula Narasimha), 1945- Lee, K. H. |
| author2_role | |
| author2_variant | j n r jn jnr k h l kh khl |
| author_GND | http://id.loc.gov/authorities/names/n88672735 http://id.loc.gov/authorities/names/n82125648 http://id.loc.gov/authorities/names/n91129070 |
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| callnumber-subject | TA - General and Civil Engineering |
| collection | ZDB-4-EBA |
| contents | Cover -- Contents -- Preface -- Chapter 1. Introduction -- 1.1 Preliminary Comments -- 1.2 An Overview of Plate Theories -- 1.3 Present Study -- Problems -- Part 1: Beams -- Chapter 2. Bending of Beams -- 2.1 Beam Theories -- 2.2 Relationships Between EBT and TBT -- 2.3 Relationships Between EBT and RBT -- 2.4 Examples -- 2.5 Summary -- Problems -- Chapter 3. Shear -- Flexural Stiffness Matrix -- 3.1 Introduction -- 3.2 Summary of Relationships -- 3.3 Stiffness Matrix -- 3.4 Frame Structure -- An Example -- 3.5 Concluding Remarks -- Problems -- Chapter 4. Buckling of Columns -- 4.1 Introduction -- 4.2 Relationship Between Euler-Bernoulli -- 4.3 Relationship Between Euler-Bernoulli and Reddy-Bickford Columns -- 4.4 Concluding Remarks -- Problems -- Chapter 5. Tapered Beams -- 5.1 Introduction -- 5.2 Stress Resultant- Displacement Relations -- 5.3 Equilibrium Equations -- 5.4 Deflection and Force Relationships -- 5.5 Symmetrically Laminated Beams -- 5.6 Concluding Remarks -- Problems -- Part 2: Plates -- Chapter 6. Theories of Plate Bending -- 6.1 Overview of Plate Theories -- 6.2 Classical (Kirchhoff) Plate Theory (CPT) -- 6.3 First-Order Shear Deformation Plate Theory (FSDT) -- 6.4 Third-Order Shear Deformation Plate Theory (TSDT) -- Problems -- Chapter 7. Bending Relationships for Simply Supported Plates -- 7.1 Introduction -- 7.2 Relationships Between CPT and FSDT -- 7.3 Examples -- 7.4 Relationships Between CPT and TSDT -- 7.5 Closure -- Problems -- Chapter 8. Bending Relationships for Lévy Solutions -- 8.1 Introduction -- 8.2 Governing Equations -- 8.3 Bending Relationships -- 8.4 Numerical Results -- Problems -- Chapter 9. Bending Relationships for Circular and Annular Plates -- 9.1 Governing Equations -- 9.2 Relationships Between CPT and FSDT -- 9.3 Relationships Between CPT and TSDT -- 9.4 Closure -- Problems -- Chapter 10. Bending Relationships for Sectorial Plates -- 10.1 Introduction -- 10.2 Formulation -- 10.3 Exact Bending Relationships -- 10.4 Examples -- 10.5 Conclusions -- Problems -- Chapter 11. Buckling Relationships -- 11.1 Polygonal Plates -- 11.2 Circular Plates -- 11.3 Sectorial Mindlin Plates -- Problems -- Chapter 12. Free Vibration Relationships -- 12.1 Introduction -- 12.2 Relationships Between CPT and FSDT -- 12.3 Relationships Between CPT and TSDT -- 12.4 Concluding Remarks -- Problems -- Chapter 13. Relationships for Inhomogeneous Plates -- 13.1 Deflection Relationships for Sandwich Plates -- 13.2 Deflection Relationships for Functionally Graded Circular Plates -- 13.3 Buckling Load Relationships for Sandwich Mindlin Plates -- 13.4 Free Vibration Relationships for Sandwich Plates -- 13.5 Summary -- References -- Subject Index -- Last Page. |
| ctrlnum | (OCoLC)56117561 |
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| dewey-ones | 624 - Civil engineering |
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Lee.</subfield></datafield><datafield tag="260" ind1=" " ind2=" "><subfield code="a">Amsterdam ;</subfield><subfield code="a">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="a">text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">computer</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">online resource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="347" ind1=" " ind2=" "><subfield code="a">data file</subfield></datafield><datafield tag="504" ind1=" " ind2=" "><subfield code="a">Includes bibliographical references (pages 279-291) and index.</subfield></datafield><datafield tag="505" ind1="0" ind2=" "><subfield code="a">Cover -- Contents -- Preface -- Chapter 1. Introduction -- 1.1 Preliminary Comments -- 1.2 An Overview of Plate Theories -- 1.3 Present Study -- Problems -- Part 1: Beams -- Chapter 2. Bending of Beams -- 2.1 Beam Theories -- 2.2 Relationships Between EBT and TBT -- 2.3 Relationships Between EBT and RBT -- 2.4 Examples -- 2.5 Summary -- Problems -- Chapter 3. Shear -- Flexural Stiffness Matrix -- 3.1 Introduction -- 3.2 Summary of Relationships -- 3.3 Stiffness Matrix -- 3.4 Frame Structure -- An Example -- 3.5 Concluding Remarks -- Problems -- Chapter 4. Buckling of Columns -- 4.1 Introduction -- 4.2 Relationship Between Euler-Bernoulli -- 4.3 Relationship Between Euler-Bernoulli and Reddy-Bickford Columns -- 4.4 Concluding Remarks -- Problems -- Chapter 5. Tapered Beams -- 5.1 Introduction -- 5.2 Stress Resultant- Displacement Relations -- 5.3 Equilibrium Equations -- 5.4 Deflection and Force Relationships -- 5.5 Symmetrically Laminated Beams -- 5.6 Concluding Remarks -- Problems -- Part 2: Plates -- Chapter 6. Theories of Plate Bending -- 6.1 Overview of Plate Theories -- 6.2 Classical (Kirchhoff) Plate Theory (CPT) -- 6.3 First-Order Shear Deformation Plate Theory (FSDT) -- 6.4 Third-Order Shear Deformation Plate Theory (TSDT) -- Problems -- Chapter 7. Bending Relationships for Simply Supported Plates -- 7.1 Introduction -- 7.2 Relationships Between CPT and FSDT -- 7.3 Examples -- 7.4 Relationships Between CPT and TSDT -- 7.5 Closure -- Problems -- Chapter 8. Bending Relationships for Lévy Solutions -- 8.1 Introduction -- 8.2 Governing Equations -- 8.3 Bending Relationships -- 8.4 Numerical Results -- Problems -- Chapter 9. Bending Relationships for Circular and Annular Plates -- 9.1 Governing Equations -- 9.2 Relationships Between CPT and FSDT -- 9.3 Relationships Between CPT and TSDT -- 9.4 Closure -- Problems -- Chapter 10. Bending Relationships for Sectorial Plates -- 10.1 Introduction -- 10.2 Formulation -- 10.3 Exact Bending Relationships -- 10.4 Examples -- 10.5 Conclusions -- Problems -- Chapter 11. Buckling Relationships -- 11.1 Polygonal Plates -- 11.2 Circular Plates -- 11.3 Sectorial Mindlin Plates -- Problems -- Chapter 12. Free Vibration Relationships -- 12.1 Introduction -- 12.2 Relationships Between CPT and FSDT -- 12.3 Relationships Between CPT and TSDT -- 12.4 Concluding Remarks -- Problems -- Chapter 13. Relationships for Inhomogeneous Plates -- 13.1 Deflection Relationships for Sandwich Plates -- 13.2 Deflection Relationships for Functionally Graded Circular Plates -- 13.3 Buckling Load Relationships for Sandwich Mindlin Plates -- 13.4 Free Vibration Relationships for Sandwich Plates -- 13.5 Summary -- References -- Subject Index -- Last Page.</subfield></datafield><datafield tag="520" ind1=" " 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. 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| id | ZDB-4-EBA-ocm56117561 |
| illustrated | Illustrated |
| indexdate | 2024-11-27T13:15:34Z |
| institution | BVB |
| isbn | 9780080541150 0080541151 9780080437842 0080437842 1281072206 9781281072207 |
| language | English |
| oclc_num | 56117561 |
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| owner_facet | MAIN DE-863 DE-BY-FWS |
| physical | 1 online resource (xiv, 296 pages) : illustrations |
| psigel | ZDB-4-EBA |
| publishDate | 2000 |
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| publisher | Elsevier, |
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| spelling | Wang, C. M. https://id.oclc.org/worldcat/entity/E39PBJpptWWC4Brq9fbYqgPRKd http://id.loc.gov/authorities/names/n88672735 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 text txt rdacontent computer c rdamedia online resource cr rdacarrier data file Includes bibliographical references (pages 279-291) and index. Cover -- Contents -- Preface -- Chapter 1. Introduction -- 1.1 Preliminary Comments -- 1.2 An Overview of Plate Theories -- 1.3 Present Study -- Problems -- Part 1: Beams -- Chapter 2. Bending of Beams -- 2.1 Beam Theories -- 2.2 Relationships Between EBT and TBT -- 2.3 Relationships Between EBT and RBT -- 2.4 Examples -- 2.5 Summary -- Problems -- Chapter 3. Shear -- Flexural Stiffness Matrix -- 3.1 Introduction -- 3.2 Summary of Relationships -- 3.3 Stiffness Matrix -- 3.4 Frame Structure -- An Example -- 3.5 Concluding Remarks -- Problems -- Chapter 4. Buckling of Columns -- 4.1 Introduction -- 4.2 Relationship Between Euler-Bernoulli -- 4.3 Relationship Between Euler-Bernoulli and Reddy-Bickford Columns -- 4.4 Concluding Remarks -- Problems -- Chapter 5. Tapered Beams -- 5.1 Introduction -- 5.2 Stress Resultant- Displacement Relations -- 5.3 Equilibrium Equations -- 5.4 Deflection and Force Relationships -- 5.5 Symmetrically Laminated Beams -- 5.6 Concluding Remarks -- Problems -- Part 2: Plates -- Chapter 6. Theories of Plate Bending -- 6.1 Overview of Plate Theories -- 6.2 Classical (Kirchhoff) Plate Theory (CPT) -- 6.3 First-Order Shear Deformation Plate Theory (FSDT) -- 6.4 Third-Order Shear Deformation Plate Theory (TSDT) -- Problems -- Chapter 7. Bending Relationships for Simply Supported Plates -- 7.1 Introduction -- 7.2 Relationships Between CPT and FSDT -- 7.3 Examples -- 7.4 Relationships Between CPT and TSDT -- 7.5 Closure -- Problems -- Chapter 8. Bending Relationships for Lévy Solutions -- 8.1 Introduction -- 8.2 Governing Equations -- 8.3 Bending Relationships -- 8.4 Numerical Results -- Problems -- Chapter 9. Bending Relationships for Circular and Annular Plates -- 9.1 Governing Equations -- 9.2 Relationships Between CPT and FSDT -- 9.3 Relationships Between CPT and TSDT -- 9.4 Closure -- Problems -- Chapter 10. Bending Relationships for Sectorial Plates -- 10.1 Introduction -- 10.2 Formulation -- 10.3 Exact Bending Relationships -- 10.4 Examples -- 10.5 Conclusions -- Problems -- Chapter 11. Buckling Relationships -- 11.1 Polygonal Plates -- 11.2 Circular Plates -- 11.3 Sectorial Mindlin Plates -- Problems -- Chapter 12. Free Vibration Relationships -- 12.1 Introduction -- 12.2 Relationships Between CPT and FSDT -- 12.3 Relationships Between CPT and TSDT -- 12.4 Concluding Remarks -- Problems -- Chapter 13. Relationships for Inhomogeneous Plates -- 13.1 Deflection Relationships for Sandwich Plates -- 13.2 Deflection Relationships for Functionally Graded Circular Plates -- 13.3 Buckling Load Relationships for Sandwich Mindlin Plates -- 13.4 Free Vibration Relationships for Sandwich Plates -- 13.5 Summary -- References -- Subject Index -- Last Page. 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. Print version record. Plates (Engineering) Mathematical models. Girders Mathematical models. Shear (Mechanics) http://id.loc.gov/authorities/subjects/sh85121188 Deformations (Mechanics) http://id.loc.gov/authorities/subjects/sh85036465 Mathematical analysis. http://id.loc.gov/authorities/subjects/sh85082116 Plaques (Ingénierie) Modèles mathématiques. Poutres Modèles mathématiques. Cisaillement (Mécanique) Déformations (Mécanique) Analyse mathématique. shear stress. aat deformation. aat TECHNOLOGY & ENGINEERING Structural. bisacsh Deformations (Mechanics) fast Girders Mathematical models fast Mathematical analysis fast Plates (Engineering) Mathematical models fast Shear (Mechanics) fast Reddy, J. N. (Junuthula Narasimha), 1945- https://id.oclc.org/worldcat/entity/E39PBJdrF6bjpHkVyBHfQHB3wC http://id.loc.gov/authorities/names/n82125648 Lee, K. H. https://id.oclc.org/worldcat/entity/E39PCjvcxQQfHK9qrHFf8MphgX http://id.loc.gov/authorities/names/n91129070 Print version: Wang, C.M. Shear deformable beams and plates. Amsterdam ; New York : Elsevier, 2000 (DLC) 00035437 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=210026 Volltext FWS01 ZDB-4-EBA FWS_PDA_EBA https://www.sciencedirect.com/science/book/9780080437842 Volltext |
| spellingShingle | Wang, C. M. Shear deformable beams and plates : relationships with classical solutions / Cover -- Contents -- Preface -- Chapter 1. Introduction -- 1.1 Preliminary Comments -- 1.2 An Overview of Plate Theories -- 1.3 Present Study -- Problems -- Part 1: Beams -- Chapter 2. Bending of Beams -- 2.1 Beam Theories -- 2.2 Relationships Between EBT and TBT -- 2.3 Relationships Between EBT and RBT -- 2.4 Examples -- 2.5 Summary -- Problems -- Chapter 3. Shear -- Flexural Stiffness Matrix -- 3.1 Introduction -- 3.2 Summary of Relationships -- 3.3 Stiffness Matrix -- 3.4 Frame Structure -- An Example -- 3.5 Concluding Remarks -- Problems -- Chapter 4. Buckling of Columns -- 4.1 Introduction -- 4.2 Relationship Between Euler-Bernoulli -- 4.3 Relationship Between Euler-Bernoulli and Reddy-Bickford Columns -- 4.4 Concluding Remarks -- Problems -- Chapter 5. Tapered Beams -- 5.1 Introduction -- 5.2 Stress Resultant- Displacement Relations -- 5.3 Equilibrium Equations -- 5.4 Deflection and Force Relationships -- 5.5 Symmetrically Laminated Beams -- 5.6 Concluding Remarks -- Problems -- Part 2: Plates -- Chapter 6. Theories of Plate Bending -- 6.1 Overview of Plate Theories -- 6.2 Classical (Kirchhoff) Plate Theory (CPT) -- 6.3 First-Order Shear Deformation Plate Theory (FSDT) -- 6.4 Third-Order Shear Deformation Plate Theory (TSDT) -- Problems -- Chapter 7. Bending Relationships for Simply Supported Plates -- 7.1 Introduction -- 7.2 Relationships Between CPT and FSDT -- 7.3 Examples -- 7.4 Relationships Between CPT and TSDT -- 7.5 Closure -- Problems -- Chapter 8. Bending Relationships for Lévy Solutions -- 8.1 Introduction -- 8.2 Governing Equations -- 8.3 Bending Relationships -- 8.4 Numerical Results -- Problems -- Chapter 9. Bending Relationships for Circular and Annular Plates -- 9.1 Governing Equations -- 9.2 Relationships Between CPT and FSDT -- 9.3 Relationships Between CPT and TSDT -- 9.4 Closure -- Problems -- Chapter 10. Bending Relationships for Sectorial Plates -- 10.1 Introduction -- 10.2 Formulation -- 10.3 Exact Bending Relationships -- 10.4 Examples -- 10.5 Conclusions -- Problems -- Chapter 11. Buckling Relationships -- 11.1 Polygonal Plates -- 11.2 Circular Plates -- 11.3 Sectorial Mindlin Plates -- Problems -- Chapter 12. Free Vibration Relationships -- 12.1 Introduction -- 12.2 Relationships Between CPT and FSDT -- 12.3 Relationships Between CPT and TSDT -- 12.4 Concluding Remarks -- Problems -- Chapter 13. Relationships for Inhomogeneous Plates -- 13.1 Deflection Relationships for Sandwich Plates -- 13.2 Deflection Relationships for Functionally Graded Circular Plates -- 13.3 Buckling Load Relationships for Sandwich Mindlin Plates -- 13.4 Free Vibration Relationships for Sandwich Plates -- 13.5 Summary -- References -- Subject Index -- Last Page. Plates (Engineering) Mathematical models. Girders Mathematical models. Shear (Mechanics) http://id.loc.gov/authorities/subjects/sh85121188 Deformations (Mechanics) http://id.loc.gov/authorities/subjects/sh85036465 Mathematical analysis. http://id.loc.gov/authorities/subjects/sh85082116 Plaques (Ingénierie) Modèles mathématiques. Poutres Modèles mathématiques. Cisaillement (Mécanique) Déformations (Mécanique) Analyse mathématique. shear stress. aat deformation. aat TECHNOLOGY & ENGINEERING Structural. bisacsh Deformations (Mechanics) fast Girders Mathematical models fast Mathematical analysis fast Plates (Engineering) Mathematical models fast Shear (Mechanics) fast |
| subject_GND | http://id.loc.gov/authorities/subjects/sh85121188 http://id.loc.gov/authorities/subjects/sh85036465 http://id.loc.gov/authorities/subjects/sh85082116 |
| 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 | Plates (Engineering) Mathematical models. Girders Mathematical models. Shear (Mechanics) http://id.loc.gov/authorities/subjects/sh85121188 Deformations (Mechanics) http://id.loc.gov/authorities/subjects/sh85036465 Mathematical analysis. http://id.loc.gov/authorities/subjects/sh85082116 Plaques (Ingénierie) Modèles mathématiques. Poutres Modèles mathématiques. Cisaillement (Mécanique) Déformations (Mécanique) Analyse mathématique. shear stress. aat deformation. aat TECHNOLOGY & ENGINEERING Structural. bisacsh Deformations (Mechanics) fast Girders Mathematical models fast Mathematical analysis fast Plates (Engineering) Mathematical models fast Shear (Mechanics) fast |
| topic_facet | Plates (Engineering) Mathematical models. Girders Mathematical models. Shear (Mechanics) Deformations (Mechanics) Mathematical analysis. Plaques (Ingénierie) Modèles mathématiques. Poutres Modèles mathématiques. Cisaillement (Mécanique) Déformations (Mécanique) Analyse mathématique. shear stress. deformation. TECHNOLOGY & ENGINEERING Structural. Girders Mathematical models Mathematical analysis Plates (Engineering) Mathematical models |
| url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=210026 https://www.sciencedirect.com/science/book/9780080437842 |
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