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Structural Impact.
Structural Impact focuses on the behaviour of structures and components that are subjected to large dynamic, impact and explosive loads which produce inelastic deformations.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Cambridge :
Cambridge University Press,
2012.
|
| Edición: | 2nd ed. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover; STRUCTURAL IMPACT; Title; Copyright; Dedication; Contents; Preface to the Second Edition; Preface to the First Edition; Preface to the Paperback Edition; STRUCTURAL IMPACT Second Edition; 1 Static Plastic Behaviour of Beams; 1.1 Introduction; 1.2 Basic Equations for Beams; 1.3 Plastic Collapse Theorems for Beams; 1.3.1 Introduction; 1.3.2 Lower Bound Theorem; 1.3.2(a) Statement of Theorem; 1.3.2(b) Proof of Theorem; 1.3.3 Upper Bound Theorem; 1.3.3(a) Statement of Theorem; 1.3.3(b) Proof of Theorem; 1.3.4 Exact Static Collapse Load; 1.4 Static Plastic Collapse of a Cantilever.
- 1.5 Static Plastic Collapse of a Simply Supported Beam1.6 Static Plastic Collapse of a Fully Clamped Beam; 1.7 Static Plastic Collapse of a Beam Subjected to a Concentrated Load; 1.8 Static Plastic Collapse of a Partially Loaded Beam; 1.9 Experiments on Beams; 1.10 Final Remarks; PROBLEMS; 2 Static Plastic Behaviour of Plates and Shells; 2.1 Introduction; 2.2 Generalised Stresses and Strains; 2.3 Basic Concepts; 2.3.1 Yield Condition; 2.3.2 Drucker's Stability Postulate; 2.3.3 Convexity of a Yield Condition; 2.3.4 Normality of the Generalised Strain Rate.
- 2.3.5 Influence of Transverse Shear Forces2.4 Plastic Collapse Theorems; 2.4.1 Introduction; 2.4.2 Lower Bound Theorem; 2.4.3 Upper Bound Theorem; 2.4.4 Corollaries of Collapse Theorems; 2.5 Basic Equations for Circular Plates; 2.6 Static Plastic Collapse Pressure of Circular Plates; 2.6.1 Introduction; 2.6.2 Lower Bound Calculation for Simple Supports; 2.6.3 Upper Bound Calculation for Simple Supports; 2.6.4 Exact Collapse Pressure for Simple Supports; 2.6.5 Partially Loaded Case with Simple Supports; 2.6.6 Fully Clamped Supports; 2.7 Basic Equations for Rectangular Plates.
- 2.8 Static Plastic Collapse Pressure of Rectangular Plates2.8.1 Introduction; 2.8.2 Lower Bound Calculation for Simple Supports; 2.8.3 Upper Bound Calculation for Simple Supports; 2.8.4 Comments on the Bounds for a Simply Supported Rectangular Plate; 2.8.5 Static Collapse Pressure of Rectangular Plates with Partially Restrained Supports; 2.8.6 Static Plastic Collapse of a Plate Due to a Concentrated Load; 2.9 Basic Equations for Cylindrical Shells; 2.10 Static Collapse Pressure of a Long Reinforced Cylindrical Shell; 2.11 Static Plastic Collapse of a Ring-Loaded Cylindrical Shell.
- 2.12 Experiments on Plates and Shells2.12.1 Static Plastic Behaviour of a Circular Plate; 2.12.2 Static Plastic Behaviour of Rectangular Plates; 2.12.3 Static Plastic Collapse of a Reinforced Cylindrical Shell; 2.12.4 Static Plastic Collapse of a Ring-Loaded Cylindrical Shell; 2.13 Final Remarks; PROBLEMS; 3 Dynamic Plastic Behaviour of Beams; 3.1 Introduction; 3.2 Governing Equations for Beams; 3.3 Simply Supported Beam, pc = p0 = 3pc; 3.3.1 Introduction; 3.3.2 First Phase of Motion, 0 = t = t; 3.3.3 Second Phase of Motion, t = t = T; 3.3.4 Static admissibility.