Effect of adhesive de-bond and crack in adherent plate on single lap joint with bi-adhesive

IF 3.5 Q1 ENGINEERING, MULTIDISCIPLINARY
L. Chikmath, M. N. Ramanath, S. Imtiaz, H. Murthy
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引用次数: 2

Abstract

PurposeThis paper aims to study the benefits of use of bi-adhesive (combination of two different adhesives) over conventional single adhesive in bonded lap joints. Characterise damage severity due to cohesive and adherent failure as feedback for operating load levels that assist in developing damage tolerance design of the adhesively bonded joints.Design/methodology/approachSingle lap joint where the adherent plate is made up of aluminium alloy joined together with bi-adhesives is analysed. The nature of adhesives ranges from brittle, elastic-plastic, moderately ductile to largely ductile. Numerical analysis is performed considering the material and geometric non-linear behaviour of the joint. The optimum bond ratio of bi-adhesives and the effect of the location of adhesive on the stress distribution are studied. The cohesive zone modelling (CZM) is adopted to account for the cohesive failure of the joint. The adherent plate failure is also addressed by modelling and studying the behaviour of the crack at different locations in the plate using modified virtual crack closure integral (MVCCI).FindingsThe results obtained from the stress analysis show some important characteristic behaviour of the bi-adhesive joint. Although bi-adhesive is expected to result in improved joint strength, the purpose gets defeated if a brittle adhesive is used at the corners and ductile adhesive at the middle. The joint strength based on CZM, evaluated for a single adhesive, is in good comparison with the experimental results from the literature. Also, the location of the crack in the adherent plate plays a significant role in the failure of the joint.Originality/valueEstimating joint strength for the bi-adhesive model using CZM and evaluating damage severity in the presence of de-bond and crack in the bi-adhesive lap joint model assists in developing robust damage tolerance design models of such joints.
胶粘剂脱胶和粘接板裂纹对双面胶单搭接接头的影响
目的本文旨在研究在搭接接头中使用双粘合剂(两种不同粘合剂的组合)比传统的单粘合剂的好处。表征由粘性和粘附失效引起的损伤严重程度,作为操作载荷水平的反馈,有助于开发粘合接头的损伤容限设计。设计/方法/方法分析了粘接板由铝合金和双粘合剂连接在一起的单搭接接头。粘合剂的性质从脆性、弹塑性、中等韧性到大韧性不等。考虑到接头的材料和几何非线性行为,进行了数值分析。研究了双组分胶粘剂的最佳粘结比以及胶粘剂位置对应力分布的影响。采用粘结区模型(CZM)来解释接头的粘结失效。通过使用改进的虚拟裂纹闭合积分(MVCCI)对粘合板不同位置的裂纹行为进行建模和研究,也解决了粘合板的失效问题。尽管双粘合剂有望提高接头强度,但如果在拐角处使用脆性粘合剂,而在中间使用韧性粘合剂,则会破坏这一目的。基于CZM的单一粘合剂的接头强度与文献中的实验结果进行了很好的比较。此外,粘合板中裂纹的位置在接头的失效中起着重要作用。独创性/价值使用CZM估算双面粘合模型的接头强度,并评估双面粘合搭接接头模型中存在脱胶和裂纹时的损伤严重程度,有助于开发此类接头的稳健损伤容限设计模型。
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
International Journal of Structural Integrity
International Journal of Structural Integrity ENGINEERING, MULTIDISCIPLINARY-
CiteScore
5.40
自引率
14.80%
发文量
42
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