Size Effect on Shear Strength of Reinforced Concrete: Is CSCT or MCFT a Viable Alternative to Energy-Based Design Code?-Reference-Cited by-同舟云学术

Size Effect on Shear Strength of Reinforced Concrete: Is CSCT or MCFT a Viable Alternative to Energy-Based Design Code?

Published:2020-10 Issue:10 Volume:146 Page:04020110
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Abdullah Dönmez A.¹,Carloni Christian²,Cusatis Gianluca³,Bažant Zdeněk P.⁴

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208; Postdoctoral Scholar, Dept. of Civil Engineering, İstanbul Teknik Üniversitesi, Istanbul 34469, Turkey.

2. Chair of Joint ACI/ASCE 446 Committee, Fracture Mechanics; Associate Professor, Dept. of Civil and Environmental Engineering, Case Western Reserve Univ., Cleveland, OH 44106.

3. Past Chair of Joint ACI/ASCE 446 Committee, Fracture Mechanics; Professor, Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208.

4. McCormick Institute Professor and W.P. Murphy Professor of Civil and Mechanical Engineering and Materials Science, Northwestern Univ., Evanston, IL 60208 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001820

Reference63 articles.

1. An analytical model for the pull-out of rigid anchors;Ballarini R.;Int. J. Fract.,1987

2. Failure characteristics of short anchor bolts embedded in a brittle material;Ballarini R.;Proc. R. Soc. London. Math. Phys. Sci.,1986

3. Instability, ductility, and size effect in strain-softening concrete;Bažant Z. P.;J. Eng. Mech. Div.,1976

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