Cerný M, Pokluda J
Faculty of Mechanical Engineering, Brno University of Technology, Technická 2896/2 Brno, Czech Republic.
J Phys Condens Matter. 2009 Apr 8;21(14):145406. doi: 10.1088/0953-8984/21/14/145406. Epub 2009 Mar 13.
This work presents a simple way of estimating uniaxial tensile strength on the basis of theoretical shear strength calculations, taking into account its dependence on a superimposed normal stress. The presented procedure enables us to avoid complicated and time-consuming analyses of elastic stability of crystals under tensile loading. The atomistic simulations of coupled shear and tensile deformations in cubic crystals are performed using first principles computational code based on pseudo-potentials and the plane wave basis set. Six fcc crystals are subjected to shear deformations in convenient slip systems and a special relaxation procedure controls the stress tensor. The obtained dependence of the ideal shear strength on the normal tensile stress seems to be almost linearly decreasing for all investigated crystals. Taking these results into account, the uniaxial tensile strength values in three crystallographic directions were evaluated by assuming a collapse of the weakest shear system. Calculated strengths for [Formula: see text] and [Formula: see text] loading were found to be mostly lower than previously calculated stresses related to tensile instability but rather close to those obtained by means of the shear instability analysis. On the other hand, the strengths for [Formula: see text] loading almost match the stresses related to tensile instability.
这项工作提出了一种基于理论剪切强度计算来估算单轴拉伸强度的简单方法,同时考虑到其对叠加法向应力的依赖性。所提出的方法使我们能够避免对拉伸载荷下晶体的弹性稳定性进行复杂且耗时的分析。使用基于赝势和平面波基组的第一性原理计算代码对立方晶体中的耦合剪切和拉伸变形进行了原子模拟。在方便的滑移系统中对六种面心立方晶体进行剪切变形,并采用特殊的弛豫程序来控制应力张量。对于所有研究的晶体,理想剪切强度对法向拉伸应力的依赖性似乎几乎呈线性下降。考虑到这些结果,通过假设最弱剪切系统的破坏来评估三个晶体学方向上的单轴拉伸强度值。发现[公式:见原文]和[公式:见原文]加载的计算强度大多低于先前计算的与拉伸不稳定性相关的应力,但与通过剪切不稳定性分析获得的应力相当接近。另一方面,[公式:见原文]加载的强度几乎与与拉伸不稳定性相关的应力相匹配。