承受单向静拉应力的有限宽板双边对称裂纹尖端I1/σmises的分布函数

I1/σmises Distribution Function of Plate Finite Wide Double-side Symmetry Crack Tip under Uniaxial Static Tension Stress

  • 摘要: 采用线弹性有限元方法分析了承受单向静拉应力的有限宽板双边对称裂纹尖端的Mises应力和应力第一不变量I1的分布特性及其影响因素,在此基础上建立了裂纹尖端I1/σmises的分布函数,该函数仅与泊松比和裂纹长度相关,与板厚、弹性模量和加载名义应力无关;应用该分布函数可很好的解释厚板断裂行为特征。

     

    Abstract: The distribution property of σmises and I1 at the double-side symmetry crack tip of the finite wide plate under uniaxial tension stress and the causes are analyzed by linear elastic finite-element method.I1/σmises distribution function at crack tip is established based on the simulation results.The function is only correlated with Poisson ratio and crack length and incorrelated with plate thickness,elastic modulus and nominal stress.The function can be used to explain thick plate fracture behavior commendably.

     

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