Bond durability of CFRP laminates-to-steel joints subjected to freeze-thaw

被引:39
|
作者
Yang, Yongming [1 ]
Silva, Manuel A. G. [1 ]
Biscaia, Hugo [2 ]
Chastre, Carlos [3 ]
机构
[1] Univ Nova Lisboa, Fac Ciencias & Tecnol, Dept Civil Engn, P-2829516 Caparica, Portugal
[2] Univ Nova Lisboa, Fac Ciencias & Tecnol, Dept Civil Engn, UNIDEMI,FSE, P-2829516 Caparica, Portugal
[3] Univ Nova Lisboa, Fac Ciencias & Tecnol, Dept Civil Engn, CERIS, P-2829516 Caparica, Portugal
关键词
Durability; CFRP-steel bonded joints; Adhesive; Freeze-thaw; Thermal stress; ENVIRONMENTAL EXPOSURE; DEBONDING PROCESS; CONCRETE; BEAMS; COMPOSITES; ADHESIVE; BEHAVIOR; MODEL;
D O I
10.1016/j.compstruct.2019.01.016
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The degradation mechanisms of bonded joints between CFRP laminates and steel substrates under severe environmental conditions require more durability data and studies to increase the database and better understand their causes. Studies on bond properties of double-strap CFRP-to-steel bonded joints with two different composite materials as well as adhesive coupons subjected to freeze-thaw cycles for 10,000 h were conducted to reduce that gap. In addition, the equivalent to the number of thermal cycles and their slips induced in the CFRP laminates was replicated by an equivalent (mechanical) loading-unloading history condition imposed by a static tensile machine. The mechanical properties of the adhesive coupons and the strength capacity of the bonded joints were only slightly changed by the artificial aging. It was confirmed that the interfacial bond strength between CFRP and adhesive is critically related to the maximum shear stress and failure mode. The interfacial bond strength between adhesive and steel degraded with the aging. However, the equivalent thermal cyclic bond stress caused no detectable damage on the bond because only the interfacial elastic regime was actually mobilized, which confirmed that pure thermal cycles aging, per se, at the level imposed, have a low impact on the degradation of CFRP-to-steel bonded joints.
引用
收藏
页码:243 / 258
页数:16
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