Experimental study on perfobond strip connector in steel-concrete joints of hybrid bridges

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Experimental study on perfobond strip connector in steel-concrete joints of hybrid bridges

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作者：Shaohua He^a ; Zhi Fang^a ; ^{fangzhi@hnu.edu.cn" class="auth_mail" title="E-mail the corresponding author} ; Yawei Fang^a ; Ming Liu^a ; Liyang Liu^b ; Ayman S. Mosallam^c
关键词：Perfobond strip connector ; Steel&ndash ; concrete joint ; Hybrid cable-stayed bridge ; Shear bearing capacity ; Push-out test
刊名：Journal of Constructional Steel Research
出版年：2016
出版时间：March 2016
年：2016
卷：118
期：Complete
页码：169-179
全文大小：1731 K

文摘

•: The behavior of PBL connector in steel–concrete joint is studied by push-out tests.
•: The interfacial bonding effects between perforated plate and concrete are investigated.
•: Constitutive analysis of the shear-resistant capacity in PBL connectors is performed.
•: Equations are proposed to predict the shear capacity of PBL in steel–concrete joint.

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