Buckling and postbuckling of beams, plates, and shells / M. Reza Eslami.
This book contains eight chapters treating the stability of all major areas of the flexural theory. It covers the stability of structures under mechanical and thermal loads and all areas of structural, loading and material types. The structural element may be assumed to be made of a homogeneous/isot...
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| Language: | English |
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| Series: | Structural integrity ;
v. 1. |
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MARC
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| 100 | 1 | |a Eslami, M. Reza |q (Mohamad Reza), |d 1945- | |
| 245 | 1 | 0 | |a Buckling and postbuckling of beams, plates, and shells / |c M. Reza Eslami. |
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| 490 | 1 | |a Structural Integrity ; |v v. 1. | |
| 505 | 0 | |a Preface -- Contents -- 1 Concept of Stability -- 1.1 Introduction -- 1.2 Type of Instability -- 1.3 General References -- 2 Buckling and Post-buckling of Beams -- 2.1 Introduction -- 2.2 Kinematic Relations -- 2.3 Equilibrium Equations -- 2.4 Stability Equations -- 2.5 Thermal Buckling of FGM Beams -- 2.5.1 Introduction -- 2.5.2 Functionally Graded Timoshenko Beams -- 2.5.3 Existence of Bifurcation Type Buckling -- 2.5.4 Thermal Buckling -- 2.5.5 Types of Thermal Loads -- 2.5.6 Results and Discussion -- 2.6 Thermo-Electrical Buckling of Beams. | |
| 505 | 8 | |a 2.6.1 Introduction2.6.2 Piezoelectric FGM Beam -- 2.6.3 Governing Equations -- 2.6.4 Existence of Bifurcation Type Buckling -- 2.6.5 Stability Equations -- 2.6.6 Types of Thermal Loads -- 2.6.7 Results and Discussion -- 2.7 Postbuckling of Piezo-FGM Timoshenko Beams -- 2.7.1 Introduction -- 2.7.2 Governing Equations -- 2.7.3 Clamped -- Clamped Boundary Conditions -- 2.7.4 Simply Supported-Simply Supported Boundary Conditions -- 2.7.5 Results and Discussion -- 2.8 Vibration of Thermo-Electrically Post-buckled FGPM Beams -- 2.8.1 Introduction. | |
| 505 | 8 | |a 2.8.2 Governing Equations2.8.3 Finite Elements Model -- 2.8.4 Result and Discussions -- 2.9 Vibration of Thermally Post-buckled Beams on Elastic Foundation -- 2.9.1 Introduction -- 2.9.2 Governing Equations -- 2.9.3 Types of Thermal Loading -- 2.9.4 Results and Discussion -- 2.10 FGM Beams, Thermal Dynamic Buckling -- 2.10.1 Fundamental Equations of the FGM Beam -- 2.10.2 Governing Equations -- 2.10.3 Numerical Investigation -- 2.11 Problems -- References -- 3 Buckling and Post-buckling of Curved Beams and Rings -- 3.1 Introduction. | |
| 505 | 8 | |a 3.2 Strain-Displacement Relations and Constitutive Law3.3 Equilibrium Equations -- 3.4 Stability Equation -- 3.5 Stability of Arches, Uniform Pressure -- 3.5.1 Introduction -- 3.5.2 General Formulation -- 3.5.3 Existence of Bifurcation Type Instability -- 3.5.4 Critical Bifurcation Loads -- 3.5.5 Limit Load Instability Analysis -- 3.5.6 Result and Discussion -- 3.5.7 Studying the Bifurcation Behavior -- 3.6 Stability of Arches; Concentrated Force -- 3.6.1 Introduction -- 3.6.2 Governing Equations -- 3.6.3 Bifurcation Analysis. | |
| 505 | 8 | |a 3.6.4 Limit Load Type of Instability3.6.5 Results and Discussion -- 3.6.6 Studying the Bifurcation Phenomenon -- 3.7 Thermal Buckling of Arches -- 3.7.1 Governing Equations -- 3.7.2 Displacements and Internal Forces -- 3.7.3 Stress and Strain -- 3.7.4 Nonlinear Buckling Analysis -- 3.7.5 Results and Discussions -- 3.8 Postbuckling of Rings -- 3.8.1 Governing Equations -- 3.8.2 Prebuckling Analysis -- 3.8.3 Stability Equations -- 3.8.4 Postbuckling Analysis -- 3.8.5 Solution Procedure -- 3.8.6 Numerical Results and Discussion -- 3.9 Problems. | |
| 504 | |a ""References"" | ||
| 520 | |a This book contains eight chapters treating the stability of all major areas of the flexural theory. It covers the stability of structures under mechanical and thermal loads and all areas of structural, loading and material types. The structural element may be assumed to be made of a homogeneous/isotropic material, or of a functionally graded material. Structures may experience the bifurcation phenomenon, or they may follow the postbuckling path. This volume explains all these aspects in detail. The book is self-contained and the necessary mathematical concepts and numerical methods are presented in such a way that the reader may easily follow the topics based on these basic tools. It is intended for people working or interested in areas of structural stability under mechanical and/or thermal loads. Some basic knowledge in classical mechanics and theory of elasticity is required. | ||
| 588 | 0 | |a Print version record. | |
| 650 | 0 | |a Buckling (Mechanics) | |
| 650 | 7 | |a Buckling (Mechanics) |2 fast |0 (OCoLC)fst00840001. | |
| 776 | 0 | 8 | |i Print version: |a Eslami, M. Reza. |t Buckling and Postbuckling of Beams, Plates, and Shells. |d Cham : Springer International Publishing, ©2017 |z 9783319623672. |
| 830 | 0 | |a Structural integrity ; |v v. 1. | |
| 856 | 4 | 0 | |u https://colorado.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-319-62368-9 |z Full Text (via Springer) |
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