Cracked components under anti-plane loading: recent outcomes and future developments

F. Berto
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引用次数: 1

Abstract

The existence of three-dimensional effects at cracks has been known for many years, but understanding has been limited, and for some situations still is. Understanding improved when the existence of corner point singularities and their implications became known. Increasingly powerful computers made it possible to investigate three-dimensional effects numerically in detail. Despite increased understanding, three-dimensional effects are sometimes ignored in situations where they may be important. The purpose of the present investigation is to study by means of accurate 3D finite element (FE) models a coupled fracture mode generated by anti-plane loading of a straight through-the-thickness crack in linear elastic plates. An extended version of the present work has recently been published in the literature. The results obtained from the highly accurate finite element analyses have improved understanding of the behaviour of through cracked components under anti-plane loading. The influence of plate bending is increasingly important as the thickness decreases. It appears that a new field parameter, probably a singularity, is needed to describe the stresses at the free surfaces. Discussion on whether KIII tends to zero or infinity as a corner point is approached is futile because KIII is meaningless at a corner point. The intensity of the local stress and strain state through the thickness of the cracked components has been evaluated by using the strain energy density (SED) averaged over a control volume embracing the crack tip. The SED has been considered as a parameter able to control fracture in some previous contributions and can easily take into account also coupled three-dimensional effects. Calculation of the SED shows that the position of the maximum SED is independent of plate thickness. Both for thin plates and for thick ones the maximum SED is close to the lateral surface, where the maximum intensity of the coupled mode II takes place.
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反平面荷载下的裂纹构件:最新研究成果及未来发展
裂缝中三维效应的存在已经为人所知很多年了,但是理解是有限的,在某些情况下仍然如此。当角点奇点的存在及其含义为人所知时,人们的理解有所提高。越来越强大的计算机使得用数值方法详细研究三维效果成为可能。尽管人们对三维效果的理解有所增加,但在它们可能很重要的情况下,它们有时会被忽视。本研究的目的是利用精确的三维有限元模型研究线弹性板中直穿厚度裂纹在反平面荷载作用下的耦合断裂模式。最近在文献中发表了本工作的扩展版本。高精度有限元分析的结果提高了对贯通裂纹构件在反平面载荷作用下行为的理解。随着板材厚度的减小,板材弯曲的影响越来越重要。似乎需要一个新的场参数,可能是一个奇点,来描述自由表面上的应力。讨论KIII是趋近于零还是趋近于无穷大是没有意义的,因为KIII在拐角处是没有意义的。局部应力和应变状态的强度通过裂纹部件的厚度进行了评估,使用应变能密度(SED)平均在一个控制体积包含裂纹尖端。在之前的一些研究中,SED被认为是一个能够控制断裂的参数,并且可以很容易地考虑到耦合的三维效应。计算结果表明,最大SED的位置与板厚无关。无论对于薄板还是厚板,最大SED都接近于侧向表面,在那里耦合模式II的最大强度发生。
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