Stress Analyses and Parametric Study on Full-Scale Fatigue Tests of Rib-to-Deck Welded Joints in Steel Orthotropic Decks-Reference-Cited by-同舟云学术

Stress Analyses and Parametric Study on Full-Scale Fatigue Tests of Rib-to-Deck Welded Joints in Steel Orthotropic Decks

Published:2012-09 Issue:5 Volume:17 Page:765-773
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Sim Hyoung-Bo¹,Uang Chia-Ming²

Affiliation:

1. Postdoctoral Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000307

Reference22 articles.

1. ABAQUS version 6.9 [Computer software]. Providence RI. Dassault Systèmes Simulia.

2. Bocchieri W. J. and Fisher J. W. (1998). “Williamsburg Bridge replacement orthotropic deck as-built fatigue test .” ATLSS Rep. No. 9804 Advanced Technology for Large Structural Systems Lehigh Univ. Bethlehem PA.

3. International Institute of Welding (IIW). (2007). “Recommendations for fatigue design of welded joints and components ” A. Hobbacher ed. IIW Document XIII-2151r1-07/XV-1254r1-07 Roissy_CDG CEDEX France.

4. Japan Road Association (JRA). (2002). “Fatigue design guidelines for steel highway bridges ” Tokyo (in Japanese).

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