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Shear deformable beams and plates [[electronic resource] ] : relationships with classical solutions / / C.M. Wang, J.N. Reddy, K.H. Lee
| Shear deformable beams and plates [[electronic resource] ] : relationships with classical solutions / / C.M. Wang, J.N. Reddy, K.H. Lee |
| Autore | Wang C. M |
| Pubbl/distr/stampa | Amsterdam ; ; New York, : Elsevier, 2000 |
| Descrizione fisica | 1 online resource (311 p.) |
| Disciplina | 624.1/7765 |
| Altri autori (Persone) |
ReddyJ. N <1945-> (Junuthula Narasimha)
LeeK. H |
| Soggetto topico |
Plates (Engineering) - Mathematical models
Girders - Mathematical models Shear (Mechanics) Deformations (Mechanics) Mathematical analysis |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-07220-6
9786611072209 0-08-054115-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Shear Deformable Beams and Plates: Relationships with Classical Solutions; Copyright Page; 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 Columns4.1 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 FSDT9.3 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 Plates13.1 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 |
| Record Nr. | UNINA-9910450508703321 |
Wang C. M
|
||
| Amsterdam ; ; New York, : Elsevier, 2000 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Shear deformable beams and plates [[electronic resource] ] : relationships with classical solutions / / C.M. Wang, J.N. Reddy, K.H. Lee
| Shear deformable beams and plates [[electronic resource] ] : relationships with classical solutions / / C.M. Wang, J.N. Reddy, K.H. Lee |
| Autore | Wang C. M |
| Pubbl/distr/stampa | Amsterdam ; ; New York, : Elsevier, 2000 |
| Descrizione fisica | 1 online resource (311 p.) |
| Disciplina | 624.1/7765 |
| Altri autori (Persone) |
ReddyJ. N <1945-> (Junuthula Narasimha)
LeeK. H |
| Soggetto topico |
Plates (Engineering) - Mathematical models
Girders - Mathematical models Shear (Mechanics) Deformations (Mechanics) Mathematical analysis |
| ISBN |
1-281-07220-6
9786611072209 0-08-054115-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Shear Deformable Beams and Plates: Relationships with Classical Solutions; Copyright Page; 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 Columns4.1 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 FSDT9.3 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 Plates13.1 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 |
| Record Nr. | UNINA-9910782922003321 |
|
Wang C. M
|
||
| Amsterdam ; ; New York, : Elsevier, 2000 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Shear deformable beams and plates : relationships with classical solutions / / C.M. Wang, J.N. Reddy, K.H. Lee
| Shear deformable beams and plates : relationships with classical solutions / / C.M. Wang, J.N. Reddy, K.H. Lee |
| Autore | Wang C. M |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; New York, : Elsevier, 2000 |
| Descrizione fisica | 1 online resource (311 p.) |
| Disciplina | 624.1/7765 |
| Altri autori (Persone) |
ReddyJ. N <1945-> (Junuthula Narasimha)
LeeK. H |
| Soggetto topico |
Plates (Engineering) - Mathematical models
Girders - Mathematical models Shear (Mechanics) Deformations (Mechanics) Mathematical analysis |
| ISBN |
1-281-07220-6
9786611072209 0-08-054115-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Shear Deformable Beams and Plates: Relationships with Classical Solutions; Copyright Page; 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 Columns4.1 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 FSDT9.3 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 Plates13.1 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 |
| Record Nr. | UNINA-9910810793603321 |
|
Wang C. M
|
||
| Amsterdam ; ; New York, : Elsevier, 2000 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||