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Strength of structural elements /
This volume describes engineering applications of the mechanics of deformable bodies and the elasticity theory relevant to them. It is concerned mainly with one-dimensional problems, which arise because either one of the dimensions of a body is much greater than the remaining two or the functions of...
| Clasificación: | Libro Electrónico |
|---|---|
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Polaco |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1991.
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| Colección: | Studies in applied mechanics ;
26. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
Tabla de Contenidos:
- Front Cover; Strength of Structural Elements; Copyright Page; Preface; Table of Contents; Part 1: Statics of Bars and Bar Structures; Chapter 1. Introduction; Chapter 2. Bars of Solid Cross-Section; 2.1. Tension and Bending of a Straight Bar, ; 2.2. Torsion of a Straight Bar, ; 2.3. In-Plane Curved Bar, ; Chapter 3. Fundamental Static-Kinematic Analysis of Bar Structures; 3.1. Elements and Their Connections, ; 3.2. The Static-Kinematic Discriminant, ; 3.3. The Degree of Static Indeterminability and the Degree of Kinematic Variabilityof a Structure,
- Chapter 4. The Principle of Virtual Work and the Reciprocity Theorems4.1. The Principle of Virtual Work, ; 4.2. The Principle of Complementary Virtual Work; 4.3. The Reciprocal Work Theorem, ; 4.4. The Reciprocal Displacement Theorem, ; 4.5. The Reciprocal Reaction Theorem, ; 4.6. The Reciprocal Displacement and Reaction Theorem, ; 4.7. The Reciprocal Displacement and Internal Force Theorem, ; Chapter 5. Internal Forces and Displacements of the Axis of an Element; 5.1. The Second Stage of Discretization of a Structure, ; 5.2. A Straight Element under Tension, Compression or Torsion,
- 5.3. Straight Element under Bending,5.4. Element on an Elastic Foundation, ; 5.5. Element Subjected to Bending Moment and Large Axial Force, ; 5.6. Element in the Shape of in-Plane Curved Bar, ; Chapter 6. Static Equations of Bar Structures and Fundamental Solution Methods; 6.1. General Remarks, ; 6.2. Equations of Kinematics, Equilibrium and Elasticity for a Space Truss, ; 6.3. Equations of Kinematics, Equilibrium and Elasticity for a Plane Frame, ; 6.4. Analysis of a Complete Set of Equations, ; 6.5. Isostatic Structures, ; 6.6. The Direct Stiffness Method (Displacement Method),
- 6.7. The Direct Flexibility Method (Force Method),6.8. Final Remarks, ; Chapter 7. Isostatic Systems; 7.1. Multi Span Hinged Beams, ; 7.2. Plane Trusses, ; Chapter 8. The Direct Flexibility Method (Force Method); 8.1. The Set of Canonical Equations of the Direct Flexibility Method, ; 8.2. Influence Lines, ; 8.3. Selection of the Primary System, ; 9. The Direct Stiffness Method (Displacement Method); 9.1. Frames with Inextensible Bars, ; 9.2. Frames on Continuous Foundations, ; 9.3. Frames Loaded by Considerable Axial Forces, ; References to Part; Part 2: Dynamics of Bars and Bar Structures
- Chapter 1. IntroductionChapter 2. Bars with Infinitely Many Dynamic Degrees of Freedom; 2.1. General Relations, ; 2.2. Vibration of a Straight Bar, ; 2.3. Vibrations of a Curved Bar, ; 2.4. The Influence of Axial Forces and Elastic Foundation on Transverse Vibrationsof a Bar, ; Chapter 3. Vibration of Composed Bar Structures; 3.1. General Remarks; 3.2. The Direct Flexibility Method (Force Method). Volterra's Integral Equations, ; 3.3. The Direct Stiffness Method (Displacement Method), ; Chapter 4. Structures with a Finite Number of Dynamic Degrees of Freedom