Fracture Analysis of FRP-Plated Notched Concrete Beams Subjected to Three-Point Bending-Reference-Cited by-同舟云学术

Fracture Analysis of FRP-Plated Notched Concrete Beams Subjected to Three-Point Bending

Author:

Zheng Jian-Jun¹,Dai Jian-Guo²,Fan Xing-Lang³

Affiliation:

1. Professor, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, P.R. China (corresponding author).

3. Lecturer, School of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

Reference48 articles.

3. Shear-peeling bond strength between continuous fiber sheet and concrete;Alam M. S.;ACI Struct. J.,2012

5. ASTM. (2014). “New test method for bond strength for FRP bonded to concrete substrate using beam bond test.” ASTM WK38604 West Conshohocken PA.

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