Beam theory for subsea pipelines : analysis and practical applications / / Alexander N. Papusha |
Autore | Papusha Alexander N. |
Pubbl/distr/stampa | Hoboken, New Jersey : , : Scrivener Publishing : , : Wiley, , 2015 |
Descrizione fisica | 1 online resource (310 p.) |
Disciplina | 621.8672 |
Soggetto topico |
Underwater pipelines - Design and construction
Girders - Mathematical models |
ISBN |
1-119-11766-6
1-119-11767-4 1-119-11768-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Euler's beam approach : linear theory of beam bending -- Beam in classical evaluations -- New method for solving beam static equations -- Beam installed at the elastic foundation : rectangular load symbolic evaluations -- Fixed beam on elastic bed : symbolic solutions for point force -- Linear quadratic control -- Subsea pipeline : installation and operation stages -- Historical view : arctic regions -- Subsea pipeline in arctic region. |
Record Nr. | UNINA-9910131484903321 |
Papusha Alexander N. | ||
Hoboken, New Jersey : , : Scrivener Publishing : , : Wiley, , 2015 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Beam theory for subsea pipelines : analysis and practical applications / / Alexander N. Papusha |
Autore | Papusha Alexander N. |
Pubbl/distr/stampa | Hoboken, New Jersey : , : Scrivener Publishing : , : Wiley, , 2015 |
Descrizione fisica | 1 online resource (310 p.) |
Disciplina | 621.8672 |
Soggetto topico |
Underwater pipelines - Design and construction
Girders - Mathematical models |
ISBN |
1-119-11766-6
1-119-11767-4 1-119-11768-2 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Euler's beam approach : linear theory of beam bending -- Beam in classical evaluations -- New method for solving beam static equations -- Beam installed at the elastic foundation : rectangular load symbolic evaluations -- Fixed beam on elastic bed : symbolic solutions for point force -- Linear quadratic control -- Subsea pipeline : installation and operation stages -- Historical view : arctic regions -- Subsea pipeline in arctic region. |
Record Nr. | UNINA-9910815544003321 |
Papusha Alexander N. | ||
Hoboken, New Jersey : , : Scrivener Publishing : , : Wiley, , 2015 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
Dynamic characteristics of a vibrating beam with periodic variation in bending stiffness / / John S. Townsend |
Autore | Townsend J. S (John Stanley) |
Pubbl/distr/stampa | Washington, D.C. : , : National Aeronautics and Space Administration, Scientific and Technical Information Branch, , February 1987 |
Descrizione fisica | 1 online resource (vi, 17 pages) : illustrations |
Collana | NASA/TP |
Soggetto topico |
Dynamic characteristics
Beams (supports) Bending Modal response Stiffness Girders - Mathematical models Flexure - Mathematical models Vibration - Mathematical models |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910709877003321 |
Townsend J. S (John Stanley) | ||
Washington, D.C. : , : National Aeronautics and Space Administration, Scientific and Technical Information Branch, , February 1987 | ||
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 |
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 |
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 |
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
624.17765015118 |
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 | ||
|
Shear deformable beams and plates [e-book] : 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 | xiv, 296 p. : ill. ; 23 cm |
Disciplina | 624.17765 |
Altri autori (Persone) |
Reddy, Junuthula Narasimha, 1945-
Lee, K. H. |
Soggetto topico |
Plates (Engineering) - Mathematical models
Girders - Mathematical models Shear (Mechanics) Deformations (Mechanics) Mathematical analysis |
Soggetto genere / forma | Electronic books. |
ISBN |
9780080437842
0080437842 |
Formato | Risorse elettroniche |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Part and chapter headings: Preface. Introduction. Beams. Bending of Beams. Shear-Flexural Stiffness Matrix. Buckling of Columns. Tapered Beams. Plates. Theories of Plate Bending. Bending Relationships for Simply Supported Plates. Bending Relationships for Lévy Solutions. Bending Relationships for Circular and Annular Plates. Bending Relationships for Sectorial Plates. Buckling Relationships. Free Vibration Relationships. Relationships for Inhomogeneous Plates. Subject index |
Record Nr. | UNISALENTO-991003230569707536 |
Wang, C. M. | ||
Amsterdam ; New York : Elsevier, 2000 | ||
Risorse elettroniche | ||
Lo trovi qui: Univ. del Salento | ||
|
A two-step perturbation method in nonlinear analysis of beams, plates, and shells [[electronic resource] /] / Hui-Shen Shen |
Autore | Shen Hui-Shen |
Pubbl/distr/stampa | Singapore, : John Wiley & Sons, 2013 |
Descrizione fisica | 1 online resource (369 p.) |
Disciplina | 624.1/82015157248 |
Collana | Information security series |
Soggetto topico |
Girders - Mathematical models
Shells (Engineering) - Mathematical models Plates (Engineering) - Mathematical models Deformations (Mechanics) - Mathematical models Perturbation (Mathematics) |
ISBN |
1-118-64991-5
1-118-64989-3 1-118-64990-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
A Two-Step Perturbation Method in Nonlinear Analysis of Beams, Plates and Shells; Contents; About the Author; Preface; List of Symbols; 1 Traditional Perturbation Method; 1.1 Introduction; 1.2 Load-type Perturbation Method; 1.3 Deflection-type Perturbation Method; 1.4 Multi-parameter Perturbation Method; 1.5 Limitations of the Traditional Perturbation Method; References; 2 Nonlinear Analysis of Beams; 2.1 Introduction; 2.2 Nonlinear Motion Equations of Euler-Bernoulli Beams; 2.3 Postbuckling Analysis of Euler-Bernoulli Beams; 2.4 Nonlinear Bending Analysis of Euler-Bernoulli Beams
2.5 Large Amplitude Vibration Analysis of Euler-Bernoulli BeamsReferences; 3 Nonlinear Vibration Analysis of Plates; 3.1 Introduction; 3.2 Reddy's Higher Order Shear Deformation Plate Theory; 3.3 Generalized Kármán-type Motion Equations; 3.4 Nonlinear Vibration of Functionally Graded Fiber Reinforced Composite Plates; 3.5 Hygrothermal Effects on the Nonlinear Vibration of Shear Deformable Laminated Plate; 3.6 Nonlinear Vibration of Shear Deformable Laminated Plates with PFRC Actuators; References; 4 Nonlinear Bending Analysis of Plates; 4.1 Introduction 4.2 Nonlinear Bending of Rectangular Plates with Free Edges under Transverse and In-plane Loads and Resting on Two-parameter Elastic Foundations4.3 Nonlinear Bending of Rectangular Plates with Free Edges under Transverse and Thermal Loading and Resting on Two-parameter Elastic Foundations; 4.4 Nonlinear Bending of Rectangular Plates with Free Edges Resting on Tensionless Elastic Foundations; 4.5 Nonlinear Bending of Shear Deformable Laminated Plates under Transverse and In-plane Loads; 4.6 Nonlinear Bending of Shear Deformable Laminated Plates under Transverse and Thermal Loading 4.7 Nonlinear Bending of Functionally Graded Fiber Reinforced Composite PlatesAppendix 4.A; Appendix 4.B; Appendix 4.C; Appendix 4.D; Appendix 4.E; Appendix 4.F; References; 5 Postbuckling Analysis of Plates; 5.1 Introduction; 5.2 Postbuckling of Thin Plates Resting on Tensionless Elastic Foundation; 5.3 Postbuckling of Shear Deformable Laminated Plates under Compression and Resting on Tensionless Elastic Foundations; 5.4 Thermal Postbuckling of Shear Deformable Laminated Plates Resting on Tensionless Elastic Foundations 5.5 Thermomechanical Postbuckling of Shear Deformable Laminated Plates Resting on Tensionless Elastic Foundations5.6 Postbuckling of Functionally Graded Fiber Reinforced Composite Plates under Compression; 5.7 Thermal Postbuckling of Functionally Graded Fiber Reinforced Composite Plates; 5.8 Postbuckling of Shear Deformable Hybrid Laminated Plates with PFRC Actuators; References; 6 Nonlinear Vibration Analysis of Cylindrical Shells; 6.1 Introduction; 6.2 Reddy's Higher Order Shear Deformation Shell Theory and Generalized Kármán-type Motion Equations 6.3 Nonlinear Vibration of Shear Deformable Cross-ply Laminated Cylindrical Shells |
Record Nr. | UNINA-9910139038303321 |
Shen Hui-Shen | ||
Singapore, : John Wiley & Sons, 2013 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|
A two-step perturbation method in nonlinear analysis of beams, plates, and shells / / Hui-Shen Shen |
Autore | Shen Hui-Shen |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Singapore, : John Wiley & Sons, 2013 |
Descrizione fisica | 1 online resource (369 p.) |
Disciplina | 624.1/82015157248 |
Collana | Information security series |
Soggetto topico |
Girders - Mathematical models
Shells (Engineering) - Mathematical models Plates (Engineering) - Mathematical models Deformations (Mechanics) - Mathematical models Perturbation (Mathematics) |
ISBN |
1-118-64991-5
1-118-64989-3 1-118-64990-7 |
Formato | Materiale a stampa |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
A Two-Step Perturbation Method in Nonlinear Analysis of Beams, Plates and Shells; Contents; About the Author; Preface; List of Symbols; 1 Traditional Perturbation Method; 1.1 Introduction; 1.2 Load-type Perturbation Method; 1.3 Deflection-type Perturbation Method; 1.4 Multi-parameter Perturbation Method; 1.5 Limitations of the Traditional Perturbation Method; References; 2 Nonlinear Analysis of Beams; 2.1 Introduction; 2.2 Nonlinear Motion Equations of Euler-Bernoulli Beams; 2.3 Postbuckling Analysis of Euler-Bernoulli Beams; 2.4 Nonlinear Bending Analysis of Euler-Bernoulli Beams
2.5 Large Amplitude Vibration Analysis of Euler-Bernoulli BeamsReferences; 3 Nonlinear Vibration Analysis of Plates; 3.1 Introduction; 3.2 Reddy's Higher Order Shear Deformation Plate Theory; 3.3 Generalized Kármán-type Motion Equations; 3.4 Nonlinear Vibration of Functionally Graded Fiber Reinforced Composite Plates; 3.5 Hygrothermal Effects on the Nonlinear Vibration of Shear Deformable Laminated Plate; 3.6 Nonlinear Vibration of Shear Deformable Laminated Plates with PFRC Actuators; References; 4 Nonlinear Bending Analysis of Plates; 4.1 Introduction 4.2 Nonlinear Bending of Rectangular Plates with Free Edges under Transverse and In-plane Loads and Resting on Two-parameter Elastic Foundations4.3 Nonlinear Bending of Rectangular Plates with Free Edges under Transverse and Thermal Loading and Resting on Two-parameter Elastic Foundations; 4.4 Nonlinear Bending of Rectangular Plates with Free Edges Resting on Tensionless Elastic Foundations; 4.5 Nonlinear Bending of Shear Deformable Laminated Plates under Transverse and In-plane Loads; 4.6 Nonlinear Bending of Shear Deformable Laminated Plates under Transverse and Thermal Loading 4.7 Nonlinear Bending of Functionally Graded Fiber Reinforced Composite PlatesAppendix 4.A; Appendix 4.B; Appendix 4.C; Appendix 4.D; Appendix 4.E; Appendix 4.F; References; 5 Postbuckling Analysis of Plates; 5.1 Introduction; 5.2 Postbuckling of Thin Plates Resting on Tensionless Elastic Foundation; 5.3 Postbuckling of Shear Deformable Laminated Plates under Compression and Resting on Tensionless Elastic Foundations; 5.4 Thermal Postbuckling of Shear Deformable Laminated Plates Resting on Tensionless Elastic Foundations 5.5 Thermomechanical Postbuckling of Shear Deformable Laminated Plates Resting on Tensionless Elastic Foundations5.6 Postbuckling of Functionally Graded Fiber Reinforced Composite Plates under Compression; 5.7 Thermal Postbuckling of Functionally Graded Fiber Reinforced Composite Plates; 5.8 Postbuckling of Shear Deformable Hybrid Laminated Plates with PFRC Actuators; References; 6 Nonlinear Vibration Analysis of Cylindrical Shells; 6.1 Introduction; 6.2 Reddy's Higher Order Shear Deformation Shell Theory and Generalized Kármán-type Motion Equations 6.3 Nonlinear Vibration of Shear Deformable Cross-ply Laminated Cylindrical Shells |
Record Nr. | UNINA-9910819907903321 |
Shen Hui-Shen | ||
Singapore, : John Wiley & Sons, 2013 | ||
Materiale a stampa | ||
Lo trovi qui: Univ. Federico II | ||
|