One-Way Shear Strength of FRP–Reinforced Concrete Members Without Stirrups: Design Provision Review-Reference-Cited by-同舟云学术

One-Way Shear Strength of FRP–Reinforced Concrete Members Without Stirrups: Design Provision Review

Published:2021-06 Issue:3 Volume:25 Page:04021016
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Alguhi Helmi¹,Tomlinson Douglas²^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, 9211 116th St., Edmonton, AB, Canada, T6G 1H9 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, University of Alberta, 9211 116th St., Edmonton, AB, Canada T6G 1H9. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001125

Reference52 articles.

1. Size Effect on Shear Strength of FRP Reinforced Concrete Beams without Stirrups

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