Structural Stability Theory and Practice Buckling of Columns, Beams, Plates, and Shells.

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Jerath, Sukhvarsh
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Newark : John Wiley & Sons, Incorporated, 2020.
Temas:
Buckling (Mechanics)
Flambage (Résistance des matériaux)
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Cover
  • Title Page
  • Copyright
  • Contents
  • Foreword
  • Preface
  • About the Companion Website
  • Chapter 1 Structural Stability
  • 1.1 Introduction
  • 1.2 General Concepts
  • 1.2.1 Bifurcation of Equilibrium
  • 1.2.2 Limit Load Instability
  • 1.2.3 Finite Disturbance Instability
  • 1.3 Rigid Bar Columns
  • 1.3.1 Rigid Bar Supported by a Translational Spring
  • 1.3.1.1 The Displaced Shape Equilibrium Method
  • 1.3.1.2 The Energy Method
  • 1.3.2 Two Rigid Bars Connected by Rotational Springs
  • 1.3.2.1 The Displaced Shape Equilibrium Method
  • 1.3.2.2 The Energy Method
  • 1.3.3 Three-Member Truss
  • 1.3.3.1 The Energy Method
  • 1.3.4 Three Rigid Bars with Two Linear Springs
  • 1.3.4.1 The Displaced Shape Equilibrium Method
  • 1.3.4.2 The Energy Method
  • 1.4 Large Displacement Analysis
  • 1.4.1 Rigid Bar Supported by a Translational Spring
  • 1.4.1.1 The Displaced Shape Equilibrium Method
  • 1.4.1.2 The Energy Method
  • 1.4.2 Rigid Bar Supported by Translational and Rotational Springs
  • 1.4.2.1 The Displaced Shape Equilibrium Method
  • 1.4.2.2 The Energy Method
  • 1.4.3 Two Rigid Bars Connected by Rotational Springs
  • 1.4.3.1 The Energy Method
  • 1.5 Imperfections
  • 1.5.1 Rigid Bar Supported by a Rotational Spring at the Base
  • 1.5.1.1 The Displaced Shape Equilibrium Method
  • 1.5.1.2 The Energy Method
  • 1.5.2 Two Rigid Bars Connected by Rotational Springs
  • 1.5.2.1 The Displaced Shape Equilibrium Method
  • 1.5.2.2 The Energy Method
  • Problems
  • References
  • Chapter 2 Columns
  • 2.1 General
  • 2.2 The Critical Load According to Classical Column Theory
  • 2.2.1 Pinned-Pinned Column
  • 2.2.2 Fixed-Fixed Column
  • 2.2.2.1 Symmetric Mode
  • 2.2.2.2 Anti-Symmetric Mode
  • 2.2.3 Cantilever Column
  • 2.2.4 Fixed-Pinned Column
  • 2.3 Effective Length of a Column
  • 2.4 Special Cases
  • 2.4.1 Pinned-Pinned Column with Intermediate Compressive Force
  • 2.4.2 Cantilever Column with Intermediate Compressive Force
  • 2.4.2.1 Case 1
  • 2.4.2.2 Case 2
  • 2.5 Higher-Order Governing Differential Equation
  • 2.5.1 Boundary Conditions for Different Supports
  • 2.5.1.1 Pinned Support
  • 2.5.1.2 Fixed Support
  • 2.5.1.3 Free End
  • 2.5.1.4 Guided Support
  • 2.5.2 Pinned-Pinned Column
  • 2.5.3 Cantilever Column
  • 2.5.4 Pinned-Guided Column
  • 2.6 Continuous Columns
  • 2.7 Columns on Elastic Supports
  • 2.7.1 Column Pinned at One End and Elastic Support at the Other End
  • 2.7.2 Column Fixed at One End and Elastic Support at the Other End
  • 2.8 Eccentrically Loaded Columns
  • 2.8.1 The Secant Formula
  • 2.9 Geometrically Imperfect Columns
  • 2.9.1 The Southwell Plot
  • 2.10 Large Deflection Theory of Columns
  • 2.10.1 Pinned-Pinned Column
  • 2.10.2 Cantilever Column
  • 2.10.3 Effective Length Approach
  • 2.10.3.1 Pinned-Pinned Column
  • 2.10.3.2 Cantilever Column
  • 2.10.3.3 Fixed-Fixed Column
  • 2.10.3.4 Fixed-Pinned Column
  • 2.11 Energy Methods
  • 2.11.1 Calculus of Variations

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