Bonded CFRP to high strength steels

Q4 Engineering
M. Amraei, Lin Zong, A. Ahola, T. Björk
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引用次数: 1

Abstract

Research on the bond performance of CFRP-strengthened steel have been done for the past years, but it has mainly focused on lower grades of steel. The performance of the bond between ultra-high modulus (UHM) CFRP and high/ultra-high strength steel (HSS/UHSS) is investigated in this paper. A series of experiments have been conducted, with single/double side-strengthened (SSS/DSS) HSS/UHSS with CFRP laminates using Araldite adhesive. It was found that strengthening up to the ultimate strength of the DSS specimens is feasible. However, debonding happens at the ultimate strength of SSS specimens.
粘合CFRP到高强度钢
对cfrp增强钢粘结性能的研究已经进行了多年,但主要集中在较低等级的钢上。研究了超高模量(UHM) CFRP与高/超高强度钢(HSS/UHSS)的粘结性能。采用Araldite胶粘剂对CFRP复合材料进行了单/双面强化(SSS/DSS) HSS/UHSS复合材料的试验研究。结果表明,加固至DSS试件极限强度是可行的。然而,脱粘发生在SSS试件的极限强度处。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Rakenteiden Mekaniikka
Rakenteiden Mekaniikka Engineering-Mechanical Engineering
CiteScore
0.50
自引率
0.00%
发文量
2
审稿时长
16 weeks
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