Title of article
Mechanical characterization of steel/CFRP double strap joints at elevated temperatures
Author/Authors
Tien-Cuong Nguyen، نويسنده , , Yu Bai، نويسنده , , Xiao-Ling Zhao، نويسنده , , Riadh Al-Mahaidi، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2011
Pages
9
From page
1604
To page
1612
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
Temperature effect , Mechanical properties , Effective bond length , CFRP , Steel , Double strap joint
Journal title
COMPOSITE STRUCTURES
Serial Year
2011
Journal title
COMPOSITE STRUCTURES
Record number
1344243
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