Experimental and numerical investigation on penetrating cracks growth of rib-to-deck welded connections in orthotropic steel bridge decks-Reference-Cited by-同舟云学术

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Experimental and numerical investigation on penetrating cracks growth of rib-to-deck welded connections in orthotropic steel bridge decks

Published:2024-03 Issue: Volume:61 Page:106058
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Wang Zitong^ORCID,He Jun^ORCID,Lu Naiwei^ORCID,Liu Yang,Yin Xinfeng,Xin Haohui

Funder

National Natural Science Foundation of China

Hunan Provincial Natural Science Foundation

Publisher

Elsevier BV

Reference73 articles.

1. Fatigue cracks in longitudinal ribs of steel orthotropic deck;Xiao;Int J Fatigue,2006

2. Evaluation on root-deck fatigue of orthotropic steel bridge deck;Ji;J Constr Steel Res,2013

3. M. A novel asynchronous-pouring-construction technology for prestressed concrete box girder bridges with corrugated steel webs;He;Struct,2020

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

5. Evaluation of cracking in the rib-to-deck welds of the Bronx–Whitestone Bridge;Fisher;J Bridge Eng,2016

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Flexural performances of deep-deck plate slabs: Experimental and numerical approaches;STEEL COMPOS STRUCT;2024

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