Fatigue behavior of orthotropic composite bridge decks without cutout at rib-to-floorbeam intersection

Author:

Xiang Ze,Zhu Zhiwen

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Fatigue of steel bridge infrastructure;Fisher;Struct. Infrastruct. Eng.,2011

2. Orthotropic steel deck research and technologies-owner’s perspectives;Cheng,2015

3. Stress behaviors of rib-to-deck double-sided weld detail on orthotropic steel deck;Zhu;J. Constr. Steel Res.,2021

4. Use of UHPFRC overlay to reduce stresses in orthotropic steel decks;Dieng;J. Constr. Steel Res.,2013

5. Fatigue performance of a lightweight composite bridge deck with open ribs;Zhang;J. Bridg. Eng.,2016

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