Buch, Englisch, 512 Seiten, Format (B × H): 176 mm x 253 mm, Gewicht: 958 g
Buch, Englisch, 512 Seiten, Format (B × H): 176 mm x 253 mm, Gewicht: 958 g
ISBN: 978-0-415-58032-8
Verlag: Taylor & Francis Ltd
Coverage includes:
- The basic topics of geometry of areas and of kinematics and statics of rigid body systems
- The mechanics of linear elastic solids—beams, plates, and three-dimensional solids—examined using a matrix approach
- The analysis of strain and stress around a material point
- The linear elastic constitutive law, with related Clapeyron’s and Betti’s theorems
- Kinematic, static, and constitutive equations
- The implication of the principle of virtual work
- The Saint Venant problem
- The theory of beam systems—statically determinate or indeterminate
- Methods of forces and energy for the examination of indeterminate beam systems
The book draws on the author’s many years of teaching experience and features a wealth of illustrations and worked examples to help explain the topics clearly yet rigorously. The book can be used as a text for senior undergraduate or graduate students in structural engineering or architecture and as a valuable reference for researchers and practicing engineers.
Zielgruppe
Postgraduate and Undergraduate
Autoren/Hrsg.
Fachgebiete
Weitere Infos & Material
1. Introduction 2. Geometry of Areas 3. Kinematics and Statics of Rigid Body Systems 4. Determination of Constraint Reactions 5. Internal Beam Reactions 6. Statically Determinate Beam Systems 7. Analysis of Strain and Stress 8. Theory of Elasticity 9. Saint Venant Problem 10. Beams and Plates in Flexure 11. Statically Indeterminate Beam Systems: Method of Forces 12. Energy Methods for the Solution of Beam Systems Appendices: A. Calculation of the Internal Reactions in a Circular Arch Subjected to a Radial Hydrostatic Load B. Calculation of the Internal Reactions in a Circular Arch Subjected to a Uniformly Distributed Vertical Load C. Anisotropic Material D. Heterogeneous Beam E. Heterogeneous Plate F. Finite Difference Method G. Torsion of Multiply Connected Thin-Walled Cross-Sections