http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
Composite steel and concrete structural members
1 online resource (xxxviii, 549 pages) : illustrations
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 structure, often missing when design is based solely by using codes of practice or by the direct application of prescribed equations. It is not the object to provide quick design procedures for composite members, as these are more than adequately covered by recourse to such aids as safe load tables. The subject should therefore be of interest to practising engineers, particularly if they are involved in the design of non-standard or unusual composite structures for buildings and bridges, or are involved in assessing, upgrading, strengthening or repairing existing composite structures. The fundamentals in composite construction are covered first, followed by more advanced topics that include: behaviour of mechanical and rib shear connectors; local buckling; beams with few shear connectors; moment redistribution and lateral-distortional buckling in continuous beams; longitudinal splitting; composite beams with service ducts; composite profiled beams and profiled slabs; composite columns; and the fatigue design and assessment of composite bridge beams.
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.
by Deric J. Oehlers and Mark A. Bradford.
Includes bibliographical references and index.