The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with FEM

Obaidat, Yasmeen Taleb; Heyden, Susanne; Dahlblom, Ola

doi:10.1016/j.compstruct.2009.11.008

Cited by 230 publications

(108 citation statements)

References 12 publications

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“…The bond-slip model (Lu et al, 2005a) developed based on Lu et al (2005b) has been very widely accepted by the research community (e.g. Godat et al 2007;Smith and Gravina 2007;Obaidat et al 2010;Chen et al, 2012;). Lu et al (2006) later adopted a rotation angle crack model in conjunction with a user-defined constitutive model for concrete.…”

Section: Introductionmentioning

confidence: 99%

Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior

2015

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General rights Copyright for the publications made accessible via the Queen's University Belfast Research Portal is retained by the author(s) and / or other copyright owners and it is a condition of accessing these publications that users recognise and abide by the legal requirements associated with these rights. no arbitrary user defined parameter such as the shear retention factor is required) and it can be directly implemented in the FE software ABAQUS.

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Section: Introductionmentioning

confidence: 99%

Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior

2015

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“…There are numerous studies available in literature regarding the numerical modeling of RC beams strengthened to flexure and shear with composite materials and most of these studies refer to external strengthening systems made of Fiber Reinforced Polymer (FRP) materials [5][6][7][8][9][10][11].…”

Section: Introductionmentioning

confidence: 99%

SRG/SRP–concrete bond–slip laws for externally strengthened RC beams

Bencardino

Condello

2015

Composite Structures

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“…Recent developments in the use of these strengthening systems have heightened the need to carry out reliable numerical analyses based on the Finite Element (FE) method capable of predicting the behavior of strengthened structural elements at all stages of loading up to failure. There are numerous studies available in the literature regarding the numerical modeling of RC beams strengthened to shear and/or to flexure with FRP systems [4][5][6][7][8].…”

Section: Introductionmentioning

confidence: 99%

3D FE Analysis of RC Beams Externally Strengthened with SRG/SRP Systems

Bencardino

Condello

2016

Fibers

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Abstract:The purpose of this study is to evaluate, through a nonlinear Finite Element (FE) analysis, the structural behavior of Reinforced Concrete (RC) beams externally strengthened by using Steel Reinforced Grout (SRG) and Steel Reinforced Polymer (SRP) systems. The parameters taken into account were the external strengthening configuration, with or without U-wrap end anchorages, as well as the strengthening materials. The numerical simulations were carried out by using a three-dimensional (3D) FE model. The linear and nonlinear behavior of all materials was modeled by appropriate constitutive laws and the connection between concrete substrate and external reinforcing layer was simulated by means of cohesive surfaces with appropriate bond-slip laws. In order to overcome convergence difficulties, to simulate the quasi-static response of the strengthened RC beams, a dynamic approach was adopted. The numerical results in terms of load-displacement curves, failure modes, and load and strain values at critical stages were validated against some experimental data. As a result, the proposed 3D FE model can be used to predict the structural behavior up to ultimate stage of similar strengthened beams without carrying out experimental tests.

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The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with FEM

Cited by 230 publications

References 12 publications

Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior

Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior

SRG/SRP–concrete bond–slip laws for externally strengthened RC beams

3D FE Analysis of RC Beams Externally Strengthened with SRG/SRP Systems

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