Fatigue Performance of Rib-to-Deck Joints in Orthotropic Steel Decks with Thickened Edge U-Ribs-Reference-Cited by-同舟云学术

Fatigue Performance of Rib-to-Deck Joints in Orthotropic Steel Decks with Thickened Edge U-Ribs

Published:2017-09 Issue:9 Volume:22 Page:04017059
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Heng Junlin¹,Zheng Kaifeng²,Gou Chao¹,Zhang Yu¹,Bao Yi³

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southwest Jiaotong Univ., 111 North Section One, Second Ring Rd., Chengdu 610031, China.

2. Professor, School of Civil Engineering, Southwest Jiaotong Univ., 111 North Section One, Second Ring Rd., Chengdu 610031, China (corresponding author).

3. Ph.D. Candidate, Department of Civil Engineering, Missouri Univ. of Science and Technology, 1401 North Pine St., Rolla, MO 65401.

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.1943-5592.0001095

Reference28 articles.

1. ANSYS [Computer software]. ANSYS Canonsburg PA.

2. Fatigue life estimates for a slender orthotropic steel deck

3. Investigations on the effect of weld penetration on fatigue strength of rib-to-deck welded joints in orthotropic steel decks;Cao V. D.;Int. J. Steel Struct.,2015

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