Fatigue Life of Girders with Trapezoidal Corrugated Webs

Author:

Sause Richard12345,Abbas Hassan H.12345,Driver Robert G.12345,Anami Kengo12345,Fisher John W.12345

Affiliation:

1. Joseph T. Stuart Professor of Structural Engineering and ATLSS Center Director, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author).

2. Visiting Research Scientist, ATLSS Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015; formerly, Graduate Research Assistant.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2.

4. Assistant Professor, Dept. of Infrastructural Systems Engineering, Kochi Univ. of Technology, Tosayamada-cho, Kochi 782-8502 Japan.

5. Professor Emeritus and ATLSS Center Director Emeritus, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. Abbas H. H. (2003). “Analysis and design of corrugated web I-girders for bridges using high performance steel.” Ph.D. dissertation Lehigh Univ. Bethlehem Pa.

2. Rapid calculation of stress intensity factors;Albrecht P.;J. Struct. Div. ASCE,1977

3. Fatigue of web-flange weld of corrugated web girders: 1. Influence of web corrugation geometry and flange geometry on web-flange weld toe stresses

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