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INVESTIGATION OF CRITICAL STRESSES OF A SINGLE LAP-JOINTED CANTILEVERED BEAM

机译:单搭接悬臂梁的临界应力研究

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摘要

The stress distribution along the whole single lap-jointed cantilevered beam has been investigated using the 3-D linear elastic finite element method. Specifically, finite element solutions of the stress distributions in the bonded section have been obtained for four typical characteristics of adhesives. The FE analyses results indicated that there are stress gaps existing at the lower interface and the upper interface for the stress components S_(11), S_(22), S_(12) and S_(13): the bigger the shore hardness of the adhesive, the smaller the stress gaps. The FE analyses results also indicated that the stress field in the whole single lap-jointed cantilevered beam is dominated by the normal stresses components S_(11), S_(33) and the shear stress component S_(13). The stress component S_(11) is the biggest component in the order of magnitude but S_(33) is potentially the most dengerous component because it is associated with the peel stress which is the enemy of bonded joints. The numerical results show that the stress ratios are different for different stress components as well as different adhesives. However the stress ratios of the two ends of the bonded section are nearly same.
机译:使用3-D线性弹性有限元方法研究了整个搭接悬臂梁上的应力分布。具体地,对于粘合剂的四个典型特性,已经获得了粘合部分中应力分布的有限元解。有限元分析结果表明,应力分量S_(11),S_(22),S_(12)和S_(13)的下界面和上界面存在应力间隙:肖氏硬度越大粘合剂,应力间隙越小。有限元分析结果还表明,整个单搭接悬臂梁的应力场主要由正应力分量S_(11),S_(33)和剪应力分量S_(13)决定。应力分量S_(11)是数量级上最大的分量,但应力S_(33)可能是最大的应力分量,因为它与剥离应力有关,剥离应力是粘结接头的敌人。数值结果表明,不同的应力分量以及不同的粘合剂,其应力比是不同的。但是,接合部的两端的应力比几乎相同。

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