Experimental study on bond behavior between FRP and concrete

2004 ◽  
Vol 18 (10) ◽  
pp. 745-752 ◽  
Author(s):  
Jianzhuang Xiao ◽  
Jie Li ◽  
Quanfan Zha
2021 ◽  
Vol 300 ◽  
pp. 124228
Author(s):  
Mohammad Ridduhan L. Natino ◽  
Yizhou Yang ◽  
Hikaru Nakamura ◽  
Taito Miura

2018 ◽  
Vol 189 ◽  
pp. 869-881 ◽  
Author(s):  
Nabila Zemour ◽  
Alireza Asadian ◽  
Ehab A. Ahmed ◽  
Kamal H. Khayat ◽  
Brahim Benmokrane

2020 ◽  
Vol 24 (6) ◽  
pp. 04020070
Author(s):  
Hao Zhou ◽  
Dilum Fernando ◽  
Jose L. Torero ◽  
Juan P. Torres ◽  
Cristian Maluk ◽  
...  

2019 ◽  
Vol 140 ◽  
pp. 426-437 ◽  
Author(s):  
Yuyang Pang ◽  
Gang Wu ◽  
Haitao Wang ◽  
Zhilong Su ◽  
Xiaoyuan He

2015 ◽  
Vol 19 (3) ◽  
pp. 04014063 ◽  
Author(s):  
Tommaso Rotunno ◽  
Luisa Rovero ◽  
Ugo Tonietti ◽  
Silvia Briccoli Bati

2012 ◽  
Vol 594-597 ◽  
pp. 721-724
Author(s):  
Yan Kun Zhang ◽  
Yan Xiao Han ◽  
Ze Zao Song

At present, there are much more researches on the ordinary concrete composite slab, and that on the lightweight aggregate concrete composite slab are relatively less. In this paper, the shear-bond behavior of lightweight aggregate concrete composite slab, with the profiled steel sheet YX-76-344-688, which is commonly used in China is studied. Base on experiments, the cracks developing process and its regularities of distribution, the bonding and slipping between profiled sheeting and concrete, the relationship of load and mid-span deflection, ultimate bearing capacity etc. are studied.


2019 ◽  
Vol 176 ◽  
pp. 107266 ◽  
Author(s):  
Hai-Tao Wang ◽  
Gang Wu ◽  
Yu-Yang Pang ◽  
Jia-Wei Shi ◽  
Habeeb Muhammad Zakari

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