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Instability and Disorder of the Front of a Tensile Tunnel-Crack Slightly Perturbed within its Plane

机译:拉伸隧道 - 裂缝前面的不稳定性和紊乱在其平面内略微扰乱

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In this paper, we study the time evolution of the shape of the front of a tunnel-crack loaded in mode I in an infinite elastic body and propagating quasistatically according to some Paris-type law. The two parts of the front are assumed to remain symmetrical and differ only slightly from straight lines at each instant, and a first-order perturbation approach is used. It is notably found that the L~2 norm of the perturbation continuously increases with time, which means, in some sense, that the straight configuration of the front is inherently "unstable". The correlation distance of the perturbation also increases, which mitigates the preceding conclusion since it means, in another sense, that the crack front tends to "straighten back" in time.
机译:在本文中,我们研究了在无限弹性体中加载的隧道裂缝前面的形状的时间演变,并根据一些巴黎型法拟定拟订。假设前部的两部分保持对称,并且仅在每个瞬间略微不同地不同,并且使用一阶扰动方法。值得注意的是,扰动的L〜2规范随时间连续增加,这意味着在某种意义上,前方的直线结构本质上是“不稳定”。扰动的相关距离也增加,这增加了前一结论,因为它在另一个意义上意味着裂缝前沿倾向于及时伸直“。

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