Effects of the liquid rubber modified adhesive on the bond-slip response of the CFRP-steel interface

材料科学 胶粘剂 复合材料 天然橡胶 环氧树脂 打滑(空气动力学) 失效模式及影响分析 剪切(地质) 碳纤维增强聚合物 剪应力 聚合物 环氧胶粘剂 钢筋混凝土 图层(电子) 热力学 物理
作者
Yuyang Pang,Zhenqi Li,Qiang Wang,Biao Qi
出处
期刊:Journal of building engineering [Elsevier BV]
卷期号:66: 105857-105857 被引量:4
标识
DOI:10.1016/j.jobe.2023.105857
摘要

This paper presents an experimental and analytical study, purposely exploring the effects of the liquid rubber incorporation into epoxy resin on the bond performances between the carbon fiber reinforced polymer (CFRP) plate and steel. The experiment consisted of 36 double-shear bonded joints, and the investigated variables were the liquid rubber contents (i.e., 0, 5%, 10%, and 15% by weight) and adhesive thickness (i.e., 0.5 mm, 1.0 mm, and 2.0 mm). The failure mode, ultimate load, strain distribution, as well as the load-slip response were compared and discussed between specimens using the non-modified and liquid rubber modified epoxy adhesives, respectively. On the basis of the experimental results, a bi-linear bond-slip model considering the influence of liquid rubber content was proposed, and the critical parameters including the maximum interfacial shear stress, initial slip, fracture energy, and the maximum slip were identified, respectively. The present study lays a foundation for the subsequent research on the long-term bond enhancement for the CFRP-steel interface under freeze-thaw environment.

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