Experimental and theoretical analysis of flexural performance for EPCFA-CSP novel composite structure-Reference-Cited by-同舟云学术

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Experimental and theoretical analysis of flexural performance for EPCFA-CSP novel composite structure

Published:2024-09 Issue: Volume:443 Page:137797
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhang Zhe,Sun Quansheng^ORCID,Sun Zhonglin,Yue Xinlong,Kim Changsop

Publisher

Elsevier BV

Reference39 articles.

1. Bridge Engineering;Fan,2004

2. Composite Structure Bridges;Liu,2005

3. Research on surface defects and fatigue effects of welding details between longitudinal ribs and transverse diaphragms of steel bridge decks;Huang;Eng. Mech.,2019

4. Numerical fracture mechanics simulation of fatigue crack coupling propagation mechanism in steel bridge deck;Wang;Chin. J. Highw.,2017

5. Fracture mechanics analysis of fatigue life of orthotropic steel bridge deck pavement layer;Huang;J. Civ. Eng.,2006

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