Influence of post-processing methods on bond-slip behavior of nonlinear Fe-SMA lap-shear joints

IF 6.5 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Lingzhen Li , Enzo Martinelli , Wandong Wang , Eleni Chatzi , Elyas Ghafoori
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引用次数: 0

Abstract

Prestressed bonded strengthening for structures employing iron-based shape memory alloy (Fe-SMA) has been proven promising. Analyzing adhesively bonded joints necessitates a thorough understanding of the bond-slip behavior. However, when examining the bond-slip behavior of Fe-SMA-to-steel joints comprising nonlinear adhesives, the “forward” and “backward” post-processing methods, representing the current state-of-the-art, produce a trilinear and a trapezoidal bond-slip pattern, respectively, which is inconsistent. To address this inconsistency, the current study investigates the bond behavior of Fe-SMA-to-steel joints, with a particular focus on the bond-slip behavior. Two finite element (FE) joints, one featuring a linear adhesive and the other comprising a nonlinear adhesive, are modeled and compared against physical tests from literature. The “forward” and “backward” processing methods are used to analyze the bond behavior of the two FE joints. Eventually, the aforementioned inconsistency is resolved; a triangular and a trapezoidal bond-slip pattern are characterized for Fe-SMA-to-steel lap-shear joints with linear and nonlinear adhesives, respectively. The trilinear bond-slip behavior is concluded as a result of error accumulation and propagation during the “forward” processing. A hybrid post-processing method, which takes the advantages of both the “forward” and “backward” processing methods, is further proposed for inferring the full-range behavior; the resulting experimental behaviors closely align with simulations using a trapezoidal bond-slip model as input. A comparison against carbon fiber reinforced polymer (CFRP) lap-shear joints demonstrates similar bond-slip characteristics between Fe-SMA and CFRP lap-shear joints.

后处理方法对非线性 Fe-SMA 搭接剪切接头粘接滑移行为的影响
采用铁基形状记忆合金(Fe-SMA)对结构进行预应力粘接加固已被证明很有前途。分析粘接接头需要对粘接滑移行为有透彻的了解。然而,在研究含有非线性粘合剂的 Fe-SMA 与钢接头的粘结滑移行为时,代表当前最先进技术的 "正向 "和 "反向 "后处理方法分别产生了三线形和梯形粘结滑移模式,这是不一致的。为了解决这种不一致性,本研究调查了铁-SMA-钢接头的粘结行为,尤其关注粘结滑移行为。我们对两种有限元(FE)接头(一种是线性粘合剂,另一种是非线性粘合剂)进行了建模,并与文献中的物理测试进行了比较。采用 "正向 "和 "反向 "处理方法分析两个有限元接头的粘接行为。最终,上述不一致问题得到了解决;使用线性和非线性粘合剂的铁-SMA-钢搭接剪切接头分别呈现出三角形和梯形粘合滑移模式。三线性粘接滑移行为是 "前向 "处理过程中误差累积和传播的结果。利用 "前向 "和 "后向 "处理方法的优点,进一步提出了一种混合后处理方法,用于推断全范围行为;得出的实验行为与使用梯形粘接滑移模型作为输入的模拟结果非常吻合。与碳纤维增强聚合物(CFRP)搭接剪切接头的比较表明,Fe-SMA 和 CFRP 搭接剪切接头具有相似的粘结滑移特性。
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
CiteScore
7.60
自引率
19.40%
发文量
842
审稿时长
63 days
期刊介绍: Case Studies in Construction Materials provides a forum for the rapid publication of short, structured Case Studies on construction materials. In addition, the journal also publishes related Short Communications, Full length research article and Comprehensive review papers (by invitation). The journal will provide an essential compendium of case studies for practicing engineers, designers, researchers and other practitioners who are interested in all aspects construction materials. The journal will publish new and novel case studies, but will also provide a forum for the publication of high quality descriptions of classic construction material problems and solutions.
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