Performance of Postfire Reinforced Concrete Beams Retrofitted with External Bonded and Near-Surface Mounted CFRP: Experiments and Analyses-Reference-Cited by-同舟云学术

Performance of Postfire Reinforced Concrete Beams Retrofitted with External Bonded and Near-Surface Mounted CFRP: Experiments and Analyses

Published:2023-06 Issue:3 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Nguyen Vu Nguyen¹,Cao Vui Van²^ORCID

Affiliation:

1. Ph.D. Student, Faculty of Civil Engineering, Ho Chi Minh City Univ. of Technology (HCMUT), 268 Ly Thuong Kiet St., District 10, Ho Chi Minh City 700000, Vietnam; Ph.D. Student, Vietnam National Univ. Ho Chi Minh City, Linh Trung Ward, Thu Duc City, Ho Chi Minh City 700000, Vietnam.

2. Associate Professor, Faculty of Civil Engineering, Ho Chi Minh City Univ. of Technology (HCMUT), 268 Ly Thuong Kiet St., District 10, Ho Chi Minh City 700000, Vietnam; Associate Professor, Vietnam National Univ. Ho Chi Minh City, Linh Trung Ward, Thu Duc City, Ho Chi Minh City 700000, Vietnam (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4297

Reference53 articles.

1. Experimental study on strengthening of RC beams with Side Near Surface Mounted technique-CFRP bars

2. Assessment of the flexural behavior of continuous RC beams strengthened with NSM-FRP bars, experimental and analytical study

3. Strengthening of concrete damaged by mechanical loading and elevated temperature;Ahmad H.;Adv. Concr. Constr.,2018

4. The experimental behavior of FRP-strengthened RC beams subjected to design fire exposure

5. Externally Bonded CFRP for Flexural Strengthening of RC Beams with Different Levels of Soffit Curvature

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