Numerical Investigation of the Shear Transfer Stress of Uncracked Concrete That Has Been Externally Strengthened with FRP Laminates
Author:
Affiliation:
1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Qom, Blvd. Alghadir, Qom 3716146611, Iran.
2. Assistant Professor, Dept. of Civil Engineering, Univ. of Qom, Blvd. Alghadir, Qom 3716146611, Iran (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000679
Reference24 articles.
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2. Connections in precast concrete construction;Birkeland P. W.;ACI J.,1966
3. Shear capacity of FRP-strengthened RC beams: FRP debonding
4. Strengthening with bonded FRP laminate;Dolan B. E.;Concr. Int. J.,1998
5. Experimental and finite element investigation of the shear performance of BFRP-RC short beams;Farid A.;Structures,2019
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