Cracking behavior of CA-UHPC overlay in steel-CA-UHPC composite bridge deck: Flexural tension test and restrained shrinkage effect-Reference-Cited by-同舟云学术

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Cracking behavior of CA-UHPC overlay in steel-CA-UHPC composite bridge deck: Flexural tension test and restrained shrinkage effect

Published:2024-09 Issue: Volume:152 Page:105688
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Shi Zhanchong^ORCID,Lin Chen,Su Qingtian,Ferrara Liberato^ORCID

Publisher

Elsevier BV

Reference32 articles.

1. Lessons from weld cracks in orthotropic decks on three European bridges;Wolchuk;J. Struct. Eng.,1990

2. Steel orthotropic decks: developments in the 1990s;Wolchuk;Transport. Res. Rec.,1999

3. Basic performance of the composite deck system composed of orthotropic steel deck and ultrathin RPC layer;Shao;J. Bridge Eng.,2013

4. Analysis of an orthotropic deck stiffened with a cement-based overlay;Walter;J. Bridge Eng.,2007

5. Fatigue assessment of full-scale retrofitted orthotropic bridge decks;Teixeira De Freitas;J. Bridge Eng.,2017

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