Vehicle-induced fatigue damage prognosis of orthotropic steel decks of cable-stayed bridges-Reference-Cited by-同舟云学术

Vehicle-induced fatigue damage prognosis of orthotropic steel decks of cable-stayed bridges

Published:2020-06 Issue: Volume:212 Page:110509
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Cui Chuang,Xu You-Lin,Zhang Qing-Hua,Wang Feng-Yang

Funder

Hong Kong Research Grants Council

The Hong Kong Polytechnic University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference49 articles.

1. Fatigue classification of welded joints in orthotropic steel bridge decks;Kolstein,2007

2. Fatigue tests and fatigue assessment approaches for rib-to-diaphragm in steel orthotropic decks;Zhang;J Constr Steel Res,2015

3. Fatigue reliability evaluation of deck-to-rib welded joints in OSD considering stochastic traffic load and welding residual stress;Cui;Int J Fatigue,2018

4. Fatigue evaluation of rib-to-deck welded joint using averaged strain energy density method;Luo;Eng Struct,2018

5. Strain energy-based fatigue life evaluation of deck-to-rib welded joints in OSD considering combined effects of stochastic traffic load and welded residual stress;Cui;J Bridge Eng, ASCE,2018

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