05787nam 2200745Ia 450 991081990790332120240314021840.01-118-64991-51-118-64989-31-118-64990-7(CKB)2550000001106873(EBL)1323956(OCoLC)854977099(SSID)ssj0000950912(PQKBManifestationID)11522093(PQKBTitleCode)TC0000950912(PQKBWorkID)10881212(PQKB)10956212(MiAaPQ)EBC1323956(DLC) 2013020411(Au-PeEL)EBL1323956(CaPaEBR)ebr10738694(CaONFJC)MIL507243(EXLCZ)99255000000110687320130517d2013 uy 0engur|n|---|||||txtccrA two-step perturbation method in nonlinear analysis of beams, plates, and shells /Hui-Shen Shen1st ed.Singapore John Wiley & Sons20131 online resource (369 p.)Information security seriesDescription based upon print version of record.1-118-64988-5 1-299-75992-0 Includes bibliographical references and index.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 Beams2.5 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 Introduction4.2 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 Loading4.7 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 Foundations5.5 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 Equations6.3 Nonlinear Vibration of Shear Deformable Cross-ply Laminated Cylindrical Shells The capability to predict the nonlinear response of beams, plates and shells when subjected to thermal and mechanical loads is of prime interest to structural analysis. In fact, many structures are subjected to high load levels that may result in nonlinear load-deflection relationships due to large deformations. One of the important problems deserving special attention is the study of their nonlinear response to large deflection, postbuckling and nonlinear vibration. A two-step perturbation method is firstly proposed by Shen and Zhang (1988) for postbuckling analysis of isotropic platGirdersMathematical modelsShells (Engineering)Mathematical modelsPlates (Engineering)Mathematical modelsDeformations (Mechanics)Mathematical modelsPerturbation (Mathematics)GirdersMathematical models.Shells (Engineering)Mathematical models.Plates (Engineering)Mathematical models.Deformations (Mechanics)Mathematical models.Perturbation (Mathematics)624.1/82015157248Shen Hui-Shen1706500MiAaPQMiAaPQMiAaPQBOOK9910819907903321A two-step perturbation method in nonlinear analysis of beams, plates, and shells4093955UNINA