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Mechanical characterization of steel/CFRP double strap joints at elevated temperatures
Authors:Tien-Cuong Nguyen  Yu Bai  Xiao-Ling Zhao  Riadh Al-Mahaidi
Affiliation:1. Department of Civil Engineering, Monash University, Clayton, VIC 3800, Australia;2. Faculty of Engineering and Industrial Sciences, Swinburne University of Technology, Hawthorn, VIC 3122, Australia
Abstract:This paper examines the mechanical performance of steel/CFRP adhesively-bonded double strap joints at elevated temperatures around the glass transition temperature (Tg, 42 °C) of the adhesive. A series of joints with different bond lengths were tested to failure at temperatures between 20 °C and 60 °C. It was found that the joint failure mode changed from adherend failure to debonding failure as the temperature approached Tg. In addition, the ultimate load and joint stiffness decreased significantly at temperatures near to and greater than Tg, while the effective bond length increased with temperature. Based on the ultimate load prediction model developed by Hart-Smith for double lap joints and kinetic modelling of the mechanical degradation of the adhesive, a mechanism-based model is proposed to describe the change of effective bond length, stiffness and strength degradation for steel/CFRP double strap joints at elevated temperatures. The modelling results were validated by the corresponding experimental measurements.
Keywords:CFRP   Steel   Double strap joint   Temperature effect   Mechanical properties   Effective bond length
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