FATIGUE CRACK GROWTH BEHAVIOR OF VARIOUS STRUCTURAL STEEL AFTER SINGLE AND PERIODIC OVERLOADS-Reference-Cited by-同舟云学术

FATIGUE CRACK GROWTH BEHAVIOR OF VARIOUS STRUCTURAL STEEL AFTER SINGLE AND PERIODIC OVERLOADS

Published:1998-07-21 Issue:598 Volume:1998 Page:37-46
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

Yamada Kentaro¹²,Cao Qiuliang¹²,Okuhara Yuji¹³,Cheng Xiaohua¹⁴

Affiliation:

1. JSCE

2. Dept, of Civil Eng., Nagoya University

3. Japan Railway Construction Public Corporation

4. Bridge Division, Public Works Research Institute, Ministry of Construction

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1998/598/1998_598_37/_pdf

Reference10 articles.

1. 1) Nishikawa, K.: Fatigue problems in highway bridges, Bridges and Foundation Engineering, pp. 19-23, 1983. (in Japanese)

2. 2) Japanese Society of Steel Construction: Fatigue Design Recommendations for Steel Structures (English Version), December, 1995.

3. 3) Yamada, K. and Cheng, X. H.: Fatigue life analysis on welded joints under various spectrum loadings, Journal of Structural Engineering, JSCE, Vol. 39A, pp. 947-957, March, 1993.

4. 4) Elber, W.: The significance of fatigue crack closure, Damage Tolerance in Aircraft Structures, ASTM STP 486, pp. 230-242, 1971.

5. 5) Cheng, X. H. and Yamada, K.: Fatigue crack growth rate measurement of structural steel under overload conditions, Structural Eng./Earthquake Eng., JSCE, Vol. 11, No. 1, pp. 45s-52s, April, 1994.

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