FATIGUE CRACK PROPAGATION AND STRENGTH OF WEB-GUSSET WELDED JOINTS UNDER VARIED PRINCIPAL STRESS DIRECTION
Author:
Affiliation:
1. Dept. of Civil and Environmental Eng., Hosei University
2. Dept. of Technology Development, Highway Technology Research Center
Publisher
Japan Society of Civil Engineers
Subject
Civil and Structural Engineering,Environmental Engineering
Reference16 articles.
1. 1) http://www.mlit.go.jp/road/sisaku/yobohozen/yobo1_1.pdf (in Japanese)
2. 2) Japan Road Association : Technical Manual for Retrofitting of Highway Bridges, Maruzen, 2012 (in Japanese).
3. 3) Japan Society of Steel Construction : Fatigue Design Recommendations for Steel Structures, Gihodo, 2012 (in Japanese).
4. 4) Hirayama, S. and Mori, T. : Influence of bi-axial loading on fatigue strength of welded joint between main girder web and lateral girder flange, Journal of Structure and Earthquake Engineering, No. 745, pp. 121-130, 2003 (in Japanese).
5. 5) Mori, T., Hirayama, S. and Shigihara, S. : Influence of bi-axial stress on fatigue strength of lateral girder flange welded to main girder web, Journal of Japan Society of Civil Engineering A, Vol. 63, No. 1, pp. 56-65, 2007 (in Japanese).
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