Strength Model for Debonding Failure in RC Beams Flexurally Strengthened with NSM FRP and Anchored with FRP U-Jackets-Reference-Cited by-同舟云学术

Strength Model for Debonding Failure in RC Beams Flexurally Strengthened with NSM FRP and Anchored with FRP U-Jackets

Published:2023-10 Issue:5 Volume:27 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Ke Y.¹^ORCID,Shi F. L.²,Zhang S. S.³^ORCID,Nie X. F.⁴,Li W. G.⁵

Affiliation:

1. Ph.D. Candidate, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID:

2. Senior Engineer, CCCC Second Harbor Engineering Company Ltd, Wuhan 430074, China.

3. Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China; Professor, National Center of Technology Innovation for Digital Construction, Huazhong University of Science and Technology (corresponding author). ORCID: .

4. Associate Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

5. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Sydney, NSW 2007, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4215

Reference41 articles.

1. ABAQUS. 2014. ABAQUS analysis user’s manual (version 6.14). Providence, RI: Dassault Systems SIMULIA Corporation.

2. An experimental and analytical investigation of reinforced concrete beam-column joints strengthened with a range of CFRP schemes applied only to the beam

3. RC beams strengthened with NSM CFRP rods and modeling of peeling-off failure

4. Flexural strengthening of concrete beams with CFRP laminates bonded into slits

5. Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence

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