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A simple prediction of the theoretical tensile strength of cubic crystalsbased on the shear strength calculations

机译:基于剪切强度计算的立方晶体理论抗张强度的简单预测

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This work presents a simple way how to estimate the uniaxial tensile strength on thernbasis of the theoretical shear strength calculations taking its dependence on superimposed normalrnstress into account. The atomistic simulations of the shear and tensile deformations in cubic crystalsrnare performed using first principles computational code based on pseudo-potentials and plane wavernbasis set. Six fcc crystals are subjected to shear deformations in convenient slip systems and arnspecial relaxation procedure controls the stress tensor. Obtained dependence of the ideal shearrnstrength on normal tensile stress seems to be almost linearly decreasing for all investigated crystals.rnTaking these results into account, the uniaxial tensile strength values in <110> and <111> directionsrnwere evaluated for selected fcc crystals.
机译:这项工作提出了一种简单的方法,即在考虑理论抗剪强度对叠加法向应力的依赖性的基础上,估算理论上的单轴抗拉强度。使用基于伪势和平面波基集的第一原理计算代码,对立方晶体中的剪切变形和拉伸变形进行了原子模拟。六个fcc晶体在便利的滑移系统中经受剪切变形,并且特殊的松弛过程控制应力张量。对于所有研究的晶体,获得的理想抗剪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,对选定的fcc晶体在<110>和<111>方向上的单轴拉伸强度值进行了评估。

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