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Composite steel and concrete structural members : fundamental behaviour /
This book deals with the analysis and behaviour of composite structural members that are made by joining a steel component to a concrete component. The emphasis of the book is to impart a fundamental understanding of how composite structures work, so engineers develop a feel for the behaviour of the...
| Clasificación: | Libro Electrónico |
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| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Kidlington, Oxford, U.K. ; Tarrytown, N.Y. :
Pergamon,
1995.
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| Edición: | First edition. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Composite Steel and Concrete Structural Members: Fundamental Behaviour; Copyright Page; Preface; Table of Contents; Contents of Examples; Notation; PART 1: INTRODUCTION; Chapter 1. Composite Construction; 1.1 Types of Composite Construction; 1.2 General Behaviour of Composite Beams; 1.3 General Behaviour of Composite Columns; 1.4 References; PART 2: MATERIAL PROPERTIES; Chapter 2. Material Properties Under Static Loads; 2.1 Introduction; 2.2 Steel Component; 2.3 Reinforced Concrete Component; 2.4 Mechanical Shear Connectors.
- 2.5 Longitudinal Shear Strength of Reinforced Concrete Element2.6 Rib shear connectors; 2.7 References; Chapter 3. Material Properties Under Fatigue Loads; 3.1 Introduction; 3.2 Endurance Based Procedures; 3.3 Residual Strength Based Procedures; 3.4 Stud Shear Connectors; 3.5 References; PART 3: GEOMETRIC DIMENSIONS; Chapter 4. Effective Size of Reinforced Concrete Elements; 4.1 General; 4.2 Effective width; 4.3 Effective section of composite element; 4.4 References; Chapter 5. Local Buckling of Steel Elements; 5.1 Introduction; 5.2 Steel web and flange members; 5.3 Composite members.
- 5.4 ReferencesPART 4: STANDARD COMPOSITE STEEL AND CONCRETE BEAMS; Chapter 6. Behaviour under Serviceability loads; 6.1 Introduction; 6.2 Material properties; 6.3 Partial interaction; 6.4 Full interaction; 6.5 Method of construction; 6.6 Lack of fit; 6.7 General analysis techniques; 6.8 References; Chapter 7. Ultimate Strength Rigid Plastic Analysis; 7.1 Introduction; 7.2 Rigid plastic material properties; 7.3 Flexural strength of positive or sagging regions; 7.4 Flexural strength of negative or hogging regions; 7.5 Variations along the shear spans of composite beams; 7.6 References.
- Chapter 8. Limited slip capacity of shear connectors8.1 Introduction; 8.2 Linear elastic analysis; 8.3 Linear elastic and rigid plastic; 8.4 Non-linear procedure; 8.5 References; Chapter 9. Moment Redistribution within Continuous Composite Beams; 9.1 Introduction; 9.2 Continuous steel beams; 9.3 Continuous composite beams; 9.4 References; Chapter 10. Lateral- Distortional Buckling; 10.1 Introduction; 10.2 Lateral-distortional buckling of steel beams; 10.3 Lateral-distortional buckling of composite beams; 10.4 Inverted U-frame approach; 10.5 References.
- PART 5: TRANSFER OF SHEAR CONNECTOR FORCES INTO CONCRETE ELEMENTChapter 11. Splitting Forces; 11.1 Introduction; 11.2 Splitting; 11.3 General analysis; 11.4 Application; 11.5 Stud shear connectors; 11.6 References; Chapter 12. Post Cracking Dowel Strength; 12.1 Introduction; 12.2 Qualitative behaviour due to transverse reinforcement; 12.3 Straight reinforcing bars; 12.4 Hooped reinforcing bars; 12.5 References; Chapter 13. Longitudinal Shear; 13.1 Introduction; 13.2 Shear flow planes; 13.3 Shear flow forces; 13.4 Shear flow strengths; 13.5 References; Chapter 14. Embedment Forces.