EXPERIMENTAL AND FINITE ELEMENT ANALYSIS ON THE SEISMIC PERFORMACE OF EBF FABRICATED WITH HIGH-STRENGTH STEEL

2018 ◽  
Author(s):  
Ming Lian ◽  
◽  
Mingzhou Su ◽  
Weihui Zhong ◽  
2013 ◽  
Vol 482 ◽  
pp. 15-19
Author(s):  
Chen Xing Yang ◽  
Zheng Liu ◽  
Li Ping Sun ◽  
Jiong Li

Based on the experimental study of shear strengthened of reinforced concrete rectangular beam strengthened by high-strength steel wire mesh and polymer mortar , the finite element extended analysis was used. The finite element analysis software showed that with the increasing of the strand dosage and reinforcement strand length,the shear strength and stiffness of strengthened members improved . However,with the increasing of shear span ratio , the shear strength and stiffness reduced obviously .


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