Shear Stress Calculation and Distribution in Variable Cross Sections of Box Girders with Corrugated Steel Webs

Author:

Zhou Man1,Zhang Jiandong2,Zhong Jitao3,Zhao Yong4

Affiliation:

1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, College of Civil Engineering, Southeast Univ., 2 Sipailou, Nanjing 210096, China (corresponding author).

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, College of Civil Engineering, Southeast Univ., 2 Sipailou, Nanjing 210096, China.

3. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, College of Civil Engineering, Southeast Univ., 2 Sipailou, Nanjing 210096, China.

4. Dept. of System Consulting, Aimnext Inc., Minato-Ku, Tokyo 105-0013, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. ABAQUS [Computer software]. Abaqus Inc. RI.

2. Abbas H. H. Sause R. and Driver R. G. (2002). “Shear strength and stability of high performance steel corrugated web girders.” Proc. Annual Stability Conf. Structural Stability Research Council 361–387.

3. Aravena L. and Edlund B. (1987). “Trapezoidally corrugated panels buckling behavior under axial compression and shear.” Chalmers Univ. of Technology Gothenburg Sweden.

4. Cheyrezy M. and Combault J. (1990). “Composite bridges with corrugated steel webs achievement and prospects.” IABSE Symp. Mixed Structures Including New Materials IABSE Zurich Switzerland 479–484.

5. Shear Behavior of Corrugated Web Bridge Girders

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