Shear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement-Reference-Cited by-同舟云学术

Shear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement

Published:2011-10 Issue:10 Volume:137 Page:1039-1051
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dinh Hai H.¹²³,Parra-Montesinos Gustavo J.¹²³,Wight James K.¹²³

Affiliation:

1. Engineer, Moffatt and Nichol, Walnut Creek, CA. Formerly doctoral student at Univ. of Michigan, Ann Arbor, MI.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI (corresponding author).

3. Frank E. Richart, Jr. Collegiate Professor, Dept. of Civil and Environmental Eng., Univ. of Michigan, Ann Arbor.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000362

Reference27 articles.

1. ACI Committee 318 (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary (ACI-318R-08).” American Concrete Institute Farmington Hills MI.

2. Shear behavior of high-strength fiber reinforced concrete beams;Ashour S. A.;ACI Struct. J.,1992

3. ASTM (2006). “Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading).” ASTM C 1609/C 1609M-05 ASTM West Conshohocken PA.

4. Steel fibers as shear reinforcement in beams;Batson G.;J. Am. Concr. Inst.,1972

5. Strength of concrete under combined stresses;Bresler B.;J. Am. Concr. Inst.,1958

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