Rehabilitation of damaged RC exterior beam-column joint using various configurations of CFRP laminates subjected to cyclic excitations

Author:

Palanisamy Gopalakrishnan1ORCID,Kumarasamy Vidhya2ORCID

Affiliation:

1. Al-Ameen Engineering College, India

2. Mahendra Engineering College, India

Publisher

FapUNIFESP (SciELO)

Subject

General Physics and Astronomy,General Materials Science,General Chemistry

Reference59 articles.

1. “Behavior of heated damaged reinforced concrete beam-column joints strengthened with FRP”;AL-ROUSAN R.Z.;Case Studies in Construction Materials,2021

2. “Seismic performance of reinforced concrete beam-column joints strengthened with NSM steel bars and NSM CFRP strips”;HASHEMI S.M.;Structures,2022

3. “Retrofitting of interior RC beam-column joints using CFRP strengthened SHCC: cast-in-place solution.”;ESMAEELI E.;Composite Structures,2015

4. “Seismic behavior of as-built, ACI-complying, and CFRP-repaired exterior RC beam-column joints;AL-SALLOUM Y.A.;Journal of Composites for Construction,2011

5. “Presenting a strategy to prevent FRP debonding for strengthening RC connections;ROSTAMIYAN E;Engineering Structures,2023

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