Design of Prestressed Concrete to Eurocode 2 (2nd Ed.)
Auteurs : Gilbert Raymond Ian, Mickleborough Neil Colin, Ranzi Gianluca
The design of structures in general, and prestressed concrete structures in particular, requires considerably more information than is contained in building codes. A sound understanding of structural behaviour at all stages of loading is essential. This textbook presents a detailed description and explanation of the behaviour of prestressed concrete members and structures both at service loads and at ultimate loads and, in doing so, provide a comprehensive and up-to-date guide to structural design.
Much of the text is based on first principles and relies only on the principles of mechanics and the properties of concrete and steel, with numerous worked examples. However, where the design requirements are code specific, this book refers to the provisions of Eurocode 2: Design of Concrete Structures and, where possible, the notation is the same as in Eurocode 2. A parallel volume is written to the Australian Standard for Concrete Structures AS3600-2009.
The text runs from an introduction to the fundamentals to in-depth treatments of more advanced topics in modern prestressed concrete structures. It suits senior undergraduate and graduate students and also practising engineers who want comprehensive introduction to the design of prestressed concrete structures. It retains the clear and concise explanations and the easy-to-read style of the first edition, but the content has been extensively re-organised and considerably expanded and updated. New chapters cover design procedures, actions and loads; prestressing systems and construction requirements; connections and detailing; and design concepts for prestressed concrete bridges. The topic of serviceability is developed extensively throughout.
All the authors have been researching and teaching the behaviour and design of prestressed concrete structures for over thirty-five years and the proposed new edition of the book reflects this wealth of experience. The work has also gained much from Professor Gilbert active and long-time involvement in the development of standards for concrete buildings and concrete bridges.
1. Basic Concepts
2. Design Procedures and Applied Actions
3. Prestressing Systems
4. Material Properties
5. Design for Serviceability
6. Flexural Resistance
7. Design Resistance in Shear and Torsion
8. Anchorage Zones
9. Composite Members
10. Design Procedures for Determinate Beams
11. Statically Indeterminate Members
12. Two-Way Slabs - Behavior and Design
13. Compression and Tension Members
14. Detailing - Members and Connections
Index
Appendices
Raymond Ian Gilbert is Emeritus Professor of Civil Engineering at The University of New South Wales, UK, and Deputy Director of the UNSW Centre for Infrastructure Engineering and Safety, Australia. His books, ‘Structural Analysis: Principles, Methods and Modelling’ and ‘Time-Dependent Behaviour of Concrete Structures’ were also published by CRC Press.
Neil Colin Mickleborough is Professor of Civil Engineering and the Director of the Center for Engineering Education Innovation at Hong Kong University of Science and Technology, China.
Gianluca Ranzi is Professor of Civil Engineering, ARC Future Fellow and Director of the Centre for Advanced Structural Engineering at the University of Sydney, Australia.
Date de parution : 01-2017
15.6x23.4 cm
Date de parution : 01-2019
15.6x23.4 cm
Thème de Design of Prestressed Concrete to Eurocode 2 :
Mots-clés :
Prestressing Force; prestressing; Prestressing Steel; force; Centroidal Axis; steel; Non-prestressed Steel; non-prestressed; Effective Prestress; reinforcement; Tendon Profile; ultimate; Anchorage Zone; limit; Shear Reinforcement; state; Punching Shear; transverse; Load Balance; centroidal; Creep Coefficient; Transverse Reinforcement; Transverse Tension; Design Moment Resistance; Critical Shear Perimeter; Non-prestressed Reinforcement; In-situ Slab; Column Strip; Precast Girder; Anchorage Plate; Slab Strip; Drop Panels; Composite Cross-section; Design Shear Force VEd; Autogenous Shrinkage