Consistency of Bond–Slip Models in Simulating the Bond between ETS-FRP Bars and Concrete and the Shear Contribution of the Strengthening System-Reference-Cited by-同舟云学术

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Consistency of Bond–Slip Models in Simulating the Bond between ETS-FRP Bars and Concrete and the Shear Contribution of the Strengthening System

Published:2024-08 Issue:4 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Bui Linh Van Hong¹^ORCID,Sekiya Hidehiko²

Affiliation:

1. Research Assistant Professor, Advanced Retrofit Technology International Center, Advanced Research Laboratories, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya 158-8557, Japan (corresponding author). ORCID: .

2. Professor, Dept. of Urban and Civil Engineering, Tokyo City Univ., 1-28-1 Tamazutsumi, Setagaya 158-8557, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4472

Reference42 articles.

1. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI PRC-440.2-17. Farmington Hills, MI: ACI.

2. Bond Performances of FRP Rebars-Reinforced Concrete

3. Compressive Behavior of Large-Scale PEN and PET FRP–Confined RC Columns with Square Cross Sections

4. Analysis of bonding mechanisms of smooth and lugged FRP rods embedded in concrete;Bakis C. E.;Compos. Sci. Technol.,1998

5. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2006

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