Mesh-Independent Framework for the Bidimensional Analysis of CFRP–Concrete Debonding Shear Tests with Discrete Fracture-Reference-Cited by-同舟云学术

Mesh-Independent Framework for the Bidimensional Analysis of CFRP–Concrete Debonding Shear Tests with Discrete Fracture

Published:2022-06 Issue:3 Volume:26 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Graça-e-Costa Rui¹^ORCID,Mukhtar Faisal M.²^ORCID,Dias-da-Costa Daniel³

Affiliation:

1. Associate Professor, Centro de Estudos em Património, Paisagem e Construção, Universidade do Algarve, Campus de Gambelas, Faro 8005-139, Portugal. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, King Fahd Univ. of Petroleum & Minerals, Dhahran 31261, Saudi Arabia; Interdisciplinary Research Center for Construction and Building Materials, King Fahd Univ. of Petroleum & Minerals, Dhahran 31261, Saudi Arabia (corresponding author). ORCID: .

3. Associate Professor, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, 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/%28ASCE%29CC.1943-5614.0001216

Reference36 articles.

1. ACI (American Concrete Institute). 2008. Building code requirements for structural concrete and commentary. ACI 318-08. Farmington Hills, MI: ACI.

2. On the use of embedded discontinuity elements with crack path continuity for mode-I and mixed-mode fracture

3. A predictive 2D finite element model for modelling FRP-to-concrete bond behavior

4. Intermediate flexural detachment in FRP-plated concrete beams through a 3D mechanism-based regularized eXtended Finite Element Method

5. Analysis of Test Specimens for Cohesive Near-Bond Failure of Fiber-Reinforced Polymer-Plated Concrete

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