论文标题
新类别的非线性应变弹性固体中的准静态抗平面剪切裂纹传播,使用相田正则化
Quasi-Static Anti-Plane Shear Crack Propagation in a New Class of Nonlinear Strain-Limiting Elastic Solids using Phase-Field Regularization
论文作者
论文摘要
我们使用弹性的应变限制理论的框架提出了一种新型的本构模型,以进化准静态抗平面断裂。经典的线性弹性断裂力学(LEFM)与应力与应变之间的常规线性关系具有充分的矛盾性,通过它可以预测奇异的裂纹菌株。这显然违反了该理论的基本租户,这是有限弹性的一阶近似值。为了克服这个问题,我们研究了一类新的材料模型,该模型可以预测整个身体的均匀和有限压力。非线性模型允许应力值保持较小,即使应力值趋于无穷大,这是通过压力和应变之间的隐式关系实现的。本文的一个主要目的是将非线性散装能量与采用相位场方法进行扩散裂纹搭配。为此,采用了迭代L-Scheme,并使用惩罚技术来增强数值模型,以适应裂纹的不可逆性。提出了几个数值实验,以说明所提出的框架的能力和性能,我们观察到裂纹尖端附近的自然界定应变,从而导致裂缝繁殖的不同体积和裂纹能量。
We present a novel constitutive model using the framework of strain-limiting theories of elasticity for an evolution of quasi-static anti-plane fracture. The classical linear elastic fracture mechanics (LEFM), with conventional linear relationship between stress and strain, has a well documented inconsistency through which it predicts a singular cracktip strain. This clearly violates the basic tenant of the theory which is a first order approximation to finite elasticity. To overcome the issue, we investigate a new class of material models which predicts uniform and bounded strain throughout the body. The nonlinear model allows the strain value to remain small even if the stress value tends to infinity, which is achieved by an implicit relationship between stress and strain. A major objective of this paper is to couple a nonlinear bulk energy with diffusive crack employing the phase-field approach. Towards that end, an iterative L-scheme is employed and the numerical model is augmented with a penalization technique to accommodate irreversibility of crack. Several numerical experiments are presented to illustrate the capability and the performance of the proposed framework We observe the naturally bounded strain in the neighborhood of the crack-tip, leading to different bulk and crack energies for fracture propagation.