Numerical Study of Effective Bond Length for Externally Bonded CFRP Plate under Cyclic Loading

Raid Daud; Lee Cunningham; Yong Wang

Numerical Study of Effective Bond Length for Externally Bonded CFRP Plate under Cyclic Loading

Research output: Chapter in Book/Conference proceeding › Conference contribution › peer-review

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Abstract

The reliability of bond is crucial to the performance of concrete structures strengthened with externally mounted CFRP plate. This paper presents a detailed description of a finite element model constructed using ABAQUS 6.10-1, to simulate the behaviour of CFRP-to-concrete bonded joints in single shear pull out tests. Nonlinear finite element analysis with the cohesive surface approach for single shear pull out tests was investigated and validated against existing test results (monotonic and post-fatigue) in order to demonstrate the accuracy of the model. The influence of bond length for different carbon fibre plate stiffness on the ultimate load as well as the de-bonding strain for the post-fatigue analysis was investigated and then compared with existing analytical models. The numerical results suggest that existing analytical models can be nonconservativein estimating the FRP effective bond length in the post-fatigue load regime

Original language	English
Title of host publication	Proceedings of the 23rd UK Conference of the Association for Computational Mechanics in Engineering
Editors	Antonio J Gill, Ruben Sevilla
Place of Publication	Swansea
Publisher	Swansea University
Pages	359-362
Number of pages	4
ISBN (Print)	978-0-9567462-4-5
Publication status	Published - Apr 2015
Event	23rd UK Conference of the Association for Computational Mechanics in Engineering - Swansea Duration: 8 Apr 2015 → 10 Apr 2015 http://www.swansea.ac.uk/engineering/research/acme2015/programmeproceedings/proceedings/

Conference

Conference	23rd UK Conference of the Association for Computational Mechanics in Engineering
City	Swansea
Period	8/04/15 → 10/04/15
Internet address	http://www.swansea.ac.uk/engineering/research/acme2015/programmeproceedings/proceedings/

Keywords

Post-fatigue; Effective bond length; CFRP

Access to Document

Raid_Swansea Conference Paper (Final copy)_LCAccepted author manuscript, 707 KB

1 Article

Behaviour of RC beams strengthened in flexure with hybrid CFRP-reinforced UHPC overlays
Kadhim, M. M. A., Jawdhari, A., Nadir, W. & Cunningham, L., 13 Apr 2022, (E-pub ahead of print) In: Engineering Structures. p. 1-19
Research output: Contribution to journal › Article › peer-review

Cite this

Daud, R., Cunningham, L., & Wang, Y. (2015). Numerical Study of Effective Bond Length for Externally Bonded CFRP Plate under Cyclic Loading. In A. J. Gill, & R. Sevilla (Eds.), Proceedings of the 23rd UK Conference of the Association for Computational Mechanics in Engineering (pp. 359-362). Swansea University . http://www.swansea.ac.uk/engineering/research/acme2015/programmeproceedings/proceedings/

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title = "Numerical Study of Effective Bond Length for Externally Bonded CFRP Plate under Cyclic Loading",

abstract = "The reliability of bond is crucial to the performance of concrete structures strengthened with externally mounted CFRP plate. This paper presents a detailed description of a finite element model constructed using ABAQUS 6.10-1, to simulate the behaviour of CFRP-to-concrete bonded joints in single shear pull out tests. Nonlinear finite element analysis with the cohesive surface approach for single shear pull out tests was investigated and validated against existing test results (monotonic and post-fatigue) in order to demonstrate the accuracy of the model. The influence of bond length for different carbon fibre plate stiffness on the ultimate load as well as the de-bonding strain for the post-fatigue analysis was investigated and then compared with existing analytical models. The numerical results suggest that existing analytical models can be nonconservativein estimating the FRP effective bond length in the post-fatigue load regime",

keywords = "Post-fatigue; Effective bond length; CFRP",

author = "Raid Daud and Lee Cunningham and Yong Wang",

year = "2015",

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language = "English",

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pages = "359--362",

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booktitle = "Proceedings of the 23rd UK Conference of the Association for Computational Mechanics in Engineering",

publisher = "Swansea University ",

address = "United Kingdom",

note = "23rd UK Conference of the Association for Computational Mechanics in Engineering ; Conference date: 08-04-2015 Through 10-04-2015",

url = "http://www.swansea.ac.uk/engineering/research/acme2015/programmeproceedings/proceedings/",

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Daud, R, Cunningham, L & Wang, Y 2015, Numerical Study of Effective Bond Length for Externally Bonded CFRP Plate under Cyclic Loading. in AJ Gill & R Sevilla (eds), Proceedings of the 23rd UK Conference of the Association for Computational Mechanics in Engineering. Swansea University , Swansea, pp. 359-362, 23rd UK Conference of the Association for Computational Mechanics in Engineering, Swansea, 8/04/15. <http://www.swansea.ac.uk/engineering/research/acme2015/programmeproceedings/proceedings/>

Numerical Study of Effective Bond Length for Externally Bonded CFRP Plate under Cyclic Loading. / Daud, Raid; Cunningham, Lee ; Wang, Yong.
Proceedings of the 23rd UK Conference of the Association for Computational Mechanics in Engineering. ed. / Antonio J Gill; Ruben Sevilla. Swansea: Swansea University , 2015. p. 359-362.

Research output: Chapter in Book/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Numerical Study of Effective Bond Length for Externally Bonded CFRP Plate under Cyclic Loading

AU - Daud, Raid

AU - Cunningham, Lee

AU - Wang, Yong

PY - 2015/4

Y1 - 2015/4

N2 - The reliability of bond is crucial to the performance of concrete structures strengthened with externally mounted CFRP plate. This paper presents a detailed description of a finite element model constructed using ABAQUS 6.10-1, to simulate the behaviour of CFRP-to-concrete bonded joints in single shear pull out tests. Nonlinear finite element analysis with the cohesive surface approach for single shear pull out tests was investigated and validated against existing test results (monotonic and post-fatigue) in order to demonstrate the accuracy of the model. The influence of bond length for different carbon fibre plate stiffness on the ultimate load as well as the de-bonding strain for the post-fatigue analysis was investigated and then compared with existing analytical models. The numerical results suggest that existing analytical models can be nonconservativein estimating the FRP effective bond length in the post-fatigue load regime

AB - The reliability of bond is crucial to the performance of concrete structures strengthened with externally mounted CFRP plate. This paper presents a detailed description of a finite element model constructed using ABAQUS 6.10-1, to simulate the behaviour of CFRP-to-concrete bonded joints in single shear pull out tests. Nonlinear finite element analysis with the cohesive surface approach for single shear pull out tests was investigated and validated against existing test results (monotonic and post-fatigue) in order to demonstrate the accuracy of the model. The influence of bond length for different carbon fibre plate stiffness on the ultimate load as well as the de-bonding strain for the post-fatigue analysis was investigated and then compared with existing analytical models. The numerical results suggest that existing analytical models can be nonconservativein estimating the FRP effective bond length in the post-fatigue load regime

KW - Post-fatigue; Effective bond length; CFRP

M3 - Conference contribution

SN - 978-0-9567462-4-5

SP - 359

EP - 362

BT - Proceedings of the 23rd UK Conference of the Association for Computational Mechanics in Engineering

A2 - Gill, Antonio J

A2 - Sevilla, Ruben

PB - Swansea University

CY - Swansea

T2 - 23rd UK Conference of the Association for Computational Mechanics in Engineering

Y2 - 8 April 2015 through 10 April 2015

ER -

Numerical Study of Effective Bond Length for Externally Bonded CFRP Plate under Cyclic Loading

Abstract

Conference

Keywords

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Research output

Behaviour of RC beams strengthened in flexure with hybrid CFRP-reinforced UHPC overlays

Cite this