Closed-Form Solutions for Flexural Response of Fiber-Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Closed-Form Solutions for Flexural Response of Fiber-Reinforced Concrete Beams

Published:2007-08 Issue:8 Volume:133 Page:933-941
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Soranakom C.¹²,Mobasher B.¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287. E-mail: chote@asu.edu

2. Professor, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287. E-mail: barzin@asu.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A8%28933%29

Reference15 articles.

1. ACI Committee 318. (2002). “Building code requirements for structural concrete.” Rep. ACI 318-02 American Concrete Institute Farmington Hills Mich.

2. Post-cracking behaviour of steel fibre reinforced concrete

3. Finite Element Simulations of Fiber Pullout Toughening in Fiber Reinforced Cement Based Composites

4. Analytical model for tensile behavior of steel-fiber concrete;Lim T. Y.;ACI Mater. J.,1987

5. Bending behavior of steel-fiber concrete beams;Lim T. Y.;ACI Struct. J.,1987

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