Flexural Behaviors of ECC and Concrete/ECC Composite Beams Reinforced with Basalt Fiber-Reinforced Polymer

Author:

Yuan Fang1,Pan Jinlong2,Leung C. K. Y.3

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China.

2. Professor, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference22 articles.

1. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318M-05 Detroit.

2. Effect of matrix ductility on deformation behavior of steel reinforced ECC flexural members under reversed cyclic loading conditions;Fischer G.;ACI Struct. J.,2002

3. Influence of matrix ductility on tension-stiffening behavior of steel reinforced engineered cementitious composites (ECC);Fischer G.;ACI Struct. J.,2002

4. Deformation behavior of fiber-reinforced polymer reinforced engineered cementitious composites (ECC) flexural members under reversed cyclic loading conditions;Fischer G.;ACI Struct. J.,2003

5. Fukuyama H. Masuda Y. Sonobe Y. and Tanigaki M. (1995). “Structural performances of concrete frame reinforced with FRP reinforcement.” Proc. 2nd Int. Symp. on Non-metallic (FRP) Reinforcement for Concrete Structure (FRPRCS-2) London 275–286.

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