Dynamic bond strength between CFRP sheet and steel

Haider A. Al-Zubaidy; Xiao Ling Zhao; Riadh Al-Mahaidi

doi:10.1016/j.compstruct.2012.04.025

Dynamic bond strength between CFRP sheet and steel

Haider A. Al-Zubaidy, Xiao Ling Zhao, Riadh Al-Mahaidi

Research output: Journal article publication › Journal article › Academic research › peer-review

60 Citations (Scopus)

Abstract

The efficiency of the application of adhesively-bonded CFRP materials to rehabilitate and/or strengthen steel structures is completely dependent on the bond between the CFRP composites and the steel. As the repaired and/or upgraded structural elements are likely to be exposed to impact tensile loads during service, this necessitates the importance of understanding the bond strength between CFRP materials and steel under dynamic loadings. This paper presents the experimental procedure, the equipment and the test results for double strap joints at four speeds of loading to highlight the effect of loading rate on the bond strength. Two different CFRP layouts with various bond lengths were examined. It was found that the loading rate has significant influence on bond strength and failure modes, although it has little influence on the effective bond length.

Original language	English
Pages (from-to)	3258-3270
Number of pages	13
Journal	Composite Structures
Volume	94
Issue number	11
DOIs	https://doi.org/10.1016/j.compstruct.2012.04.025
Publication status	Published - Nov 2012
Externally published	Yes

Keywords

Adhesive joints
Bond strength
Carbon fibre reinforced polymer (CFRP)
Double strap joints
Dynamic loads

ASJC Scopus subject areas

Ceramics and Composites
Civil and Structural Engineering

More information

10.1016/j.compstruct.2012.04.025

Cite this

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title = "Dynamic bond strength between CFRP sheet and steel",

abstract = "The efficiency of the application of adhesively-bonded CFRP materials to rehabilitate and/or strengthen steel structures is completely dependent on the bond between the CFRP composites and the steel. As the repaired and/or upgraded structural elements are likely to be exposed to impact tensile loads during service, this necessitates the importance of understanding the bond strength between CFRP materials and steel under dynamic loadings. This paper presents the experimental procedure, the equipment and the test results for double strap joints at four speeds of loading to highlight the effect of loading rate on the bond strength. Two different CFRP layouts with various bond lengths were examined. It was found that the loading rate has significant influence on bond strength and failure modes, although it has little influence on the effective bond length.",

keywords = "Adhesive joints, Bond strength, Carbon fibre reinforced polymer (CFRP), Double strap joints, Dynamic loads",

author = "Al-Zubaidy, {Haider A.} and Zhao, {Xiao Ling} and Riadh Al-Mahaidi",

note = "Funding Information: The authors wish to acknowledge the full scholarship provided to the first author by the Ministry of Higher Education and Scientific Research of Iraq. The project was sponsored by the Australian Research Council and the authors wish to gratefully acknowledge its financial support. Thanks are also extended to the technical staff in the Civil Engineering laboratory at Monash University for their assistance, specifically Mr. Kevien Nievaar and Long Goh for their help in performing this experimental program. ",

year = "2012",

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AU - Al-Zubaidy, Haider A.

AU - Zhao, Xiao Ling

AU - Al-Mahaidi, Riadh

N1 - Funding Information: The authors wish to acknowledge the full scholarship provided to the first author by the Ministry of Higher Education and Scientific Research of Iraq. The project was sponsored by the Australian Research Council and the authors wish to gratefully acknowledge its financial support. Thanks are also extended to the technical staff in the Civil Engineering laboratory at Monash University for their assistance, specifically Mr. Kevien Nievaar and Long Goh for their help in performing this experimental program.

PY - 2012/11

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N2 - The efficiency of the application of adhesively-bonded CFRP materials to rehabilitate and/or strengthen steel structures is completely dependent on the bond between the CFRP composites and the steel. As the repaired and/or upgraded structural elements are likely to be exposed to impact tensile loads during service, this necessitates the importance of understanding the bond strength between CFRP materials and steel under dynamic loadings. This paper presents the experimental procedure, the equipment and the test results for double strap joints at four speeds of loading to highlight the effect of loading rate on the bond strength. Two different CFRP layouts with various bond lengths were examined. It was found that the loading rate has significant influence on bond strength and failure modes, although it has little influence on the effective bond length.

AB - The efficiency of the application of adhesively-bonded CFRP materials to rehabilitate and/or strengthen steel structures is completely dependent on the bond between the CFRP composites and the steel. As the repaired and/or upgraded structural elements are likely to be exposed to impact tensile loads during service, this necessitates the importance of understanding the bond strength between CFRP materials and steel under dynamic loadings. This paper presents the experimental procedure, the equipment and the test results for double strap joints at four speeds of loading to highlight the effect of loading rate on the bond strength. Two different CFRP layouts with various bond lengths were examined. It was found that the loading rate has significant influence on bond strength and failure modes, although it has little influence on the effective bond length.

KW - Adhesive joints

KW - Bond strength

KW - Carbon fibre reinforced polymer (CFRP)

KW - Double strap joints

KW - Dynamic loads

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DO - 10.1016/j.compstruct.2012.04.025

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VL - 94

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EP - 3270

JO - Composite Structures

JF - Composite Structures

IS - 11

ER -

Dynamic bond strength between CFRP sheet and steel

Abstract

Keywords

ASJC Scopus subject areas

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