Behavior and Design of Trapezoidally Corrugated Web Girders for Bridge Construction: Recent Advances (Woodhead Publishing Series in Civil and Structural Engineering). This item is unavailable.
Language: English
Published by Woodhead Publishing, 2022
- Softcover
- New

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Condition: New
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Item description from seller
1st edition NO-PA16APR2015-KAP.
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- Title
- Behavior and Design of Trapezoidally Corrugated Web Girders for Bridge Construction: Recent Advances (Woodhead Publishing Series in Civil and Structural Engineering)
- Author
- Hassanein, Mostafa Fahmi; Shao, YongBo; Zhou, Man
- Publisher
- Woodhead Publishing
- Publication year
- 2022
- Condition
- New
- Binding
- Soft cover
- Language
- English
- ISBN 10
- 0323884377
- ISBN 13
- 9780323884372
Corrugated web girders (CWGs), used for bridge construction, differ in important ways from conventional prismatic girders. Behavior and Design of Trapezoidally Corrugated Web Girders for Bridge Construction details the behavior and design of CWGs in bridge construction and includes unique research into high-strength steel. The title gives a comprehensive review of the last decade in CWG design. In-depth explanations of key concepts are given ― such as the accordion effect ― that differentiate these girders from more conventional flat-webbed girders, and the authors also present specialized research into tubular flanged girders. The book distinguishes between prismatic and tapered CWGs, explains failure modes under both shear and flexure, and gives clear figures to illustrate these modes. The volume compares international building codes and offers recommendations for future research. Seven chapters cover –– An introduction to CWGs for bridge construction; Development of bridges with corrugated webs; Real boundary conditions between flange and web; Shear buckling behavior; Flexural buckling behavior; Recent erection methods and; Future research.
- Enables the reader to understand advances and future directions in the behavior and design of CWGs for bridge building
- Reviews advances in the behavior and design of CWGs
- Explains concepts which make these girders different from conventional flat-webbed girders
- Distinguishes between the behavior of prismatic and tapered CWGs
- Considers the failure modes of girders under shear and flexure, as well as ultimate strength
- Compares international codes ― such as Eurocode 3 ― in useful technical detail
"Synopsis" may belong to another edition of this title.
About the Author
YongBo Shao is Professor and Dean of the School of Civil Engineering and Geomatics, Southwest Petroleum University, Chengdu, Sichuan, China.
Man Zhou is Assistant Professor in the School of Civil Engineering, Central South University, Changsha, Hunan, China.
"About the title" may belong to another edition of this title.