Variable-Amplitude Fatigue Strength of Structural Steel Bridge Details: Review and Simplified Model-Reference-Cited by-同舟云学术

Variable-Amplitude Fatigue Strength of Structural Steel Bridge Details: Review and Simplified Model

Published:2009-07 Issue:4 Volume:14 Page:226-237
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Albrecht Pedro¹²,Lenwari Akhrawat¹²

Affiliation:

1. Professor Emeritus, Univ. of Maryland, 176-6 Clubhouse Rd., Sunset Beach, NC 28468 (corresponding author).

2. Lecturer, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282009%2914%3A4%28226%29

Reference19 articles.

1. AASHTO. (1998). LRFD bridge design specifications 2nd Ed. Washington D.C.

2. Fatigue of periodically overloaded stiffener detail;Abtahi A.;J. Struct. Div.,1976

3. Fatigue-limit effect on variable-amplitude fatigue of stiffeners;Albrecht P.;J. Struct. Div.,1979

4. Albrecht P. Lu H. Y. Jung K. S. Liu H. J. and Cheng J. G. (1994). “Long-life variable-amplitude fatigue strength of welded steel bridge details.” Rep. No. FHwA-RD-94-108 Federal Highway Administration McLean Va.

5. Albrecht P. and Rubeiz C. (1990). “Variable-amplitude load fatigue Task A—Literature review Volume III—Variable-amplitude fatigue behavior.” Rep. No. FHwA-RD-87-061 Federal Highway Administration McLean Va.

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