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Bond behavior of CFRP-steel double-lap joints exposed to marine atmosphere and fatigue loading

机译:CFRP-钢双搭接接头在海洋大气和疲劳载荷作用下的粘结行为

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摘要

External bonding with carbon fiber-reinforced polymer (CFRP) has been considered great potential in fatigue strengthening of defected steel components. Generally, it takes one to two weeks for a structural adhesive to achieve full strength in such a repair scheme. The potential risk of an environmental attack at the curing stage of adhesive has not been well understood. This paper presents an experimental study on the interfacial behavior of CFRP-steel double-lap joints subjected to salt fog spray or high relative humidity (RH) at the curing stage. Afterwards, the specimens were statically loaded to failure or applied by a pre-set number of fatigue cycles followed by a static test. CFRP laminate-patched specimens had the ability to resist six million high-stress range cycles while CFRP sheet-patched specimens only survived two million low-stress range cycles. After environmental exposure and fatigue loading, the bond strength loss ranged from 1% to 11%. Proper silane treatment was promising to maintain both the strength and stiffness of the bonded joints. Exposure to the harsh environment at the curing stage was detrimental to the mechanical properties of the structural adhesive Araldite 420. The unfavorable effects on the elastic modulus and ultimate strain were comparable to that of long-term exposure for well cured structural adhesive.
机译:与碳纤维增强聚合物(CFRP)的外部粘合被认为在缺陷钢部件的疲劳增强中具有巨大潜力。通常,在这种修复方案中,结构胶要花费一到两周才能达到最大强度。胶粘剂在固化阶段潜在的环境侵害风险尚未得到很好的理解。本文对CFRP钢双搭接接头在固化阶段经受盐雾喷雾或高相对湿度(RH)的界面行为进行了实验研究。之后,将样品静态加载至破坏状态,或通过预设数量的疲劳循环进行施加,然后进行静态测试。 CFRP层压修补的标本能够抵抗600万次高应力范围循环,而CFRP层压修补的标本仅能承受200万次低应力范围循环。经过环境暴露和疲劳负荷后,粘结强度损失范围为1%至11%。正确的硅烷处理有望保持粘合接头的强度和刚度。在固化阶段暴露于恶劣环境会损害结构胶Araldite 420的机械性能。对弹性模量和极限应变的不利影响与长期固化的结构胶相当。

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