Numerical analysis on tensile capacity of loop connections
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Xuefei Shi | Ke Hu | Haiying Ma | Yuzhuo Zhong | Pengfei Xie | Cheng Zeng
[1] A. S. G. Bruggeling,et al. Prefabrication with Concrete , 1991 .
[2] Qi Cao,et al. Transverse joint details with tight bend diameter U-bars for accelerated bridge construction , 2012 .
[3] Samuel Lewis. Experimental Investigation of Precast Bridge Deck Joints with U-bar and Headed Bar Joint Details , 2009 .
[4] K. C. G. Ong,et al. A strut-and-tie model for ultimate loads of precast concrete joints with loop connections in tension , 2006 .
[5] Zhao Liu,et al. Longitudinal Joints with Accelerated Construction Features in Decked Bulb-Tee Girder Bridges: Strut-and-Tie Model and Design Guidelines , 2013 .
[6] Comite Euro-International du Beton,et al. CEB-FIP Model Code 1990 , 1993 .
[7] Daniel de Lima Araújo,et al. Loop connection with fibre-reinforced precast concrete components in tension , 2014 .
[8] Linh Cao Hoang,et al. Tests and limit analysis of loop connections between precast concrete elements loaded in tension , 2013 .
[9] Gregor Fischer,et al. Tensile capacity of loop connections grouted with concrete or mortar , 2017 .