Shear Strength of UHPFRC Beams: Mesoscale Fiber-Matrix Discrete Model-Reference-Cited by-同舟云学术

Shear Strength of UHPFRC Beams: Mesoscale Fiber-Matrix Discrete Model

Published:2017-04 Issue:4 Volume:143 Page:04016209
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qi Jianan¹,Ma Zhongguo John²,Wang Jingquan³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China; Visiting Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 313 John D. Tickle Bldg., Knoxville, TN 37996; Visiting Professor, Southwest Jiaotong Univ., Chengdu, China.

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

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.0001701

Reference38 articles.

1. ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete (ACI 318-14) and commentary.” ACI 318R-14 Farmington Hills MI.

2. Shear strength of steel fibre reinforced concrete beams with stirrups

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

4. Association Françise de Génie Civil. (2013). “Ultra high performance fibre-reinforced concretes—Recommendations.” Paris.

5. Shear Behavior of Ultrahigh Performance Fiber-Reinforced Concrete Beams. I: Experimental Investigation

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