Experimental study on fatigue performance of external joints in steel truss web-concrete composite box girders
Civil Engineering|更新时间:2025-11-14
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Experimental study on fatigue performance of external joints in steel truss web-concrete composite box girders
“In the field of high-speed railway bridges, researchers have designed and tested a steel truss belly concrete composite external joint model to verify its fatigue performance and provide data support for the reliability of bridge structures.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 4, Pages: 100-108(2025)
作者机构:
西南交通大学 土木工程学院,成都 610031
作者简介:
TAN Yingliang (1993- ), PhD candidate, main research interest: steel-concrete composite structure, E-mail: yingliang_tan@my.swjtu.edu.cn.
TAN Yingliang,ZHU Bing,CUI Shengai,et al.Experimental study on fatigue performance of external joints in steel truss web-concrete composite box girders[J].Journal of Civil and Environmental Engineering,2025,47(04):100-108.
TAN Yingliang,ZHU Bing,CUI Shengai,et al.Experimental study on fatigue performance of external joints in steel truss web-concrete composite box girders[J].Journal of Civil and Environmental Engineering,2025,47(04):100-108. DOI: 10.11835/j.issn.2096-6717.2023.101.
Experimental study on fatigue performance of external joints in steel truss web-concrete composite box girders