
Behavior and Design of Trapezoidally Corrugated Web Girders for Bridge Construction
Recent Advances
- 1st Edition - May 7, 2022
- Imprint: Woodhead Publishing
- Authors: Mostafa Fahmi Hassanein, YongBo Shao, Man Zhou
- Language: English
- Paperback ISBN:9 7 8 - 0 - 3 2 3 - 8 8 4 3 7 - 2
- eBook ISBN:9 7 8 - 0 - 3 2 3 - 9 0 5 4 7 - 3
Corrugated web girders (CWGs), used for bridge construction, differ in important ways from conventional prismatic girders. Behavior and Design of Trapezoidally Corrugated Web Girde… Read more

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Request a sales quoteCorrugated 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
- Cover Image
- Title Page
- Copyright
- Dedication
- Table of Contents
- Acknowledgments
- Chapter 1 Introduction
- 1.1 General
- 1.2 Objectives
- 1.3 Book organization
- Chapter 2 Development of bridges with corrugated webs
- 2.1 General
- 2.2 Mechanical feature
- Structural layout
- 2.4 Typical construction applications
- 2.5 New construction technologies
- 2.6 Future developmental trends of bridge with corrugated steel webs
- References
- Chapter 3 Real boundary condition between flange and web
- 3.1 Scope
- 3.2 Background
- 3.3 Elastic shear buckling behavior
- 3.4 Current finite element models
- 3.5 Verification of finite element models
- 3.6 General results
- 3.7 Comparison between finite element critical stresses and available formulas
- 3.8 Buckling mechanism
- 3.9 Effects of key parameters on plate segments
- 3.10 Real behavior between the CW and flanges
- References
- Chapter 4 Shear buckling behavior
- 4.1 Scope
- 4.2 Effect of initial imperfection
- 4.3 Normal-strength steel prismatic girders
- 4.4 Normal-strength steel tapered girders
- 4.5 High-strength steel prismatic girders
- 4.6 High-strength steel tapered girders
- References
- Chapter 5 Flexural buckling behavior
- 5.1 General
- 5.2 Lateral-torsional buckling of corrugated web girders
- 5.3 High-strength steels in bridge construction
- 5.4 Homogenous corrugated web girders built up from high strength steels
- 5.5 Hybrid corrugated web girders built up from high strength steels
- 5.6 Solved examples
- References
- Chapter 6 Stress analysis of I-girders with concrete-filled tubular flange and corrugated web
- 6.1 General
- 6.2 Normal stress in flange
- 6.3 Shear stress in corrugated web
- 6.4 Flexural yielding strength of I-girders
- 6.5 Experimental verification
- 6.6 Numerical verification
- References
- Chapter 7 Recent erection methods
- 7.1 General
- 7.2 New hanging basket system
- 7.3 Asynchronous pouring rapid construction method technical features analysis
- 7.4 Case study
- References
- Chapter 8 Future research
- 8.1 Recommendations
- 8.2 Trends for future relevant works
- Index
- Edition: 1
- Published: May 7, 2022
- Imprint: Woodhead Publishing
- No. of pages: 200
- Language: English
- Paperback ISBN: 9780323884372
- eBook ISBN: 9780323905473
MH
Mostafa Fahmi Hassanein
YS
YongBo Shao
MZ