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Spatially non-local model of inelastic deformations: applications for rock failure problem

机译:非弹性变形的空间非局部模型:岩石破坏问题的应用

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A spatially non-local model for inelastic deformation of solids is proposed and studied. The non-locality of deformation is taken into account by the additional parameter of state beyond the classical parameters such as stress and strain tensors. This additional parameter is the curvature tensor expressed in terms of the metric strain tensor, and it is called the failure parameter. In the case of small deformation, it is equivalent to the Saint-Venant incompatibility tensor. Thermodynamic properties of the model are studied, and governing differential equations for spatially non-local model are formulated, which are composed by the elasticity equations and parabolic equation for the failure parameter. The model can be applied to the study of the rock failure problem, and as an example, the one-dimensional problem for the deformation of half-plane loaded by the normal surface stress is studied. Stationary and non-stationary formulations of the problem are considered, and qualitative agreement with available experimental data is observed.
机译:提出并研究了固体非弹性变形的空间非局部模型。除了经典参数(例如应力和应变张量)之外,还可以通过状态的附加参数来考虑变形的非局部性。此附加参数是用公制应变张量表示的曲率张量,它称为破坏参数。在小变形的情况下,它等效于Saint-Venant不相容张量。研究了模型的热力学性质,并建立了空间非局部模型的控制微分方程,该方程由失效参数的弹性方程和抛物线方程组成。该模型可以用于岩石破坏问题的研究,例如,研究了法向表面应力作用下的半平面变形的一维问题。考虑问题的平稳和非平稳公式,并观察到与可用实验数据的定性一致性。

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