TY - JOUR

T1 - Effect of crack orientation on fatigue behavior of CFRP-strengthened steel plates

AU - Aljabar, N. J.

AU - Zhao, X. L.

AU - Al-Mahaidi, R.

AU - Ghafoori, E.

AU - Motavalli, M.

AU - Powers, N.

N1 - Funding Information: The authors gratefully acknowledge the financial support provided by the Australian Research Council through an ARC Linkage Grant ( LP140100543 ) with VicRoads and S&P Clever Reinforcement Company AG as industry partners. Thanks are given to all technical staff in the civil engineering laboratory at Monash University, especially Mr. Long Goh and Mr. Saravan Mani for their technical support. The first author wishes to thank the Higher Committee for Education Development in Iraq for sponsoring his research at Monash University.

PY - 2016/9/15

Y1 - 2016/9/15

N2 - The introduction of carbon fiber reinforced polymer (CFRP) with higher Young's modulus has broadened its application to the strengthening of steel structures, especially under fatigue loading. Most research on CFRP strengthening of steel under fatigue loading has focused on tension fatigue testing, assuming that cracks or crack-like defects propagate in pure tension mode. However, the complex details and welded connections in aging metallic structures may contain cracks orientated randomly with respect to the loading direction. This paper aims to extend the current knowledge of CFRP strengthening of steel elements in tensile fatigue loading to the case of mixed tension and shear loading. Steel plates were artificially cracked from a central hole at six different angles (10°-90°) with respect to the loading axis. Each crack angle represents a certain degree of mode mixity. Ultra-high modulus CFRP was used for strengthening in this study. Twelve specimens were strengthened with two CFRP patching configurations. Six unrepaired specimens were tested to act as control specimens. A shifting phenomenon was identified to describe the influence of mixed mode in terms of crack propagation. A mixed mode modification factor was developed to estimate the fatigue life of CFRP-strengthened steel plates with inclined initial cracks.

AB - The introduction of carbon fiber reinforced polymer (CFRP) with higher Young's modulus has broadened its application to the strengthening of steel structures, especially under fatigue loading. Most research on CFRP strengthening of steel under fatigue loading has focused on tension fatigue testing, assuming that cracks or crack-like defects propagate in pure tension mode. However, the complex details and welded connections in aging metallic structures may contain cracks orientated randomly with respect to the loading direction. This paper aims to extend the current knowledge of CFRP strengthening of steel elements in tensile fatigue loading to the case of mixed tension and shear loading. Steel plates were artificially cracked from a central hole at six different angles (10°-90°) with respect to the loading axis. Each crack angle represents a certain degree of mode mixity. Ultra-high modulus CFRP was used for strengthening in this study. Twelve specimens were strengthened with two CFRP patching configurations. Six unrepaired specimens were tested to act as control specimens. A shifting phenomenon was identified to describe the influence of mixed mode in terms of crack propagation. A mixed mode modification factor was developed to estimate the fatigue life of CFRP-strengthened steel plates with inclined initial cracks.

KW - CFRP strengthening

KW - Fatigue

KW - Inclined cracks

KW - Steel plate

KW - Ultra-high modulus CFRP laminate

UR - http://www.scopus.com/inward/record.url?scp=84969792556&partnerID=8YFLogxK

U2 - 10.1016/j.compstruct.2016.05.033

DO - 10.1016/j.compstruct.2016.05.033

M3 - Article

AN - SCOPUS:84969792556

VL - 152

SP - 295

EP - 305

JO - Composite structures

JF - Composite structures

SN - 0263-8223

ER -