Peeling-Versus-Shear Failures in Prematurely Collapsing RC Beams Strengthened in Flexure-Reference-Cited by-同舟云学术

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Peeling-Versus-Shear Failures in Prematurely Collapsing RC Beams Strengthened in Flexure

Published:2023-08 Issue:3 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Khan Mohammad Arsalan¹^ORCID,El-Rimawi Jamal²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Z.H. College of Engineering and Technology, Aligarh Muslim Univ., Aligarh, Uttar Pradesh 202001, India (corresponding author). ORCID: .

2. Lecturer, School of Architecture, Building, and Civil Engineering, Loughborough Univ., Loughborough LE11 3TU, UK.

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/PPSCFX.SCENG-1224

Reference57 articles.

1. AASHTO. 2012. Guide specifications for design of bonded FRP systems for repair and strengthening of concrete bridge elements. Washington, DC: AASHTO.

2. ABAQUS. 2021. Abaqus/CAE user’s manual. Providence, RI: Dassault Systemes.

3. Finite element interface models for the delamination analysis of laminated composites: mechanical and computational issues

4. Alfano G. L. Rosati and G. Simonelli. 2005. “Modelling of failure mechanisms in RC beams retrofitted with FRP in flexure.” In Proc. VIII Int. Conf. on Computational Plasticity edited by E. Onate and D. R. J. Owen. 1–4. Barcelona Spain: CIMNE.

5. Damage analysis of interlaminar fracture specimens

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