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Limit Analysis using Hybrid Stress Model -Materials that obey Mohr-Coulomb's Yield Criterion-

机译:使用混合应力模型的极限分析-遵循Mohr-Coulomb屈服准则的材料-

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摘要

A limit analysis for materials that obey the Mohr-Coulomb's yield criterion by use of the hybrid stress model is presented. When slidings occur in the materials, the stress field satisfies the Mohr-Coulomb's yield criterion on the sliding surfaces. Therefore, the Mohr-Coulomb's equations is introduced into the principle of the hybrid complementary energy using Lagrange multipliers defined on the sliding surfaces. The physical meaning of Lagrange multipliers becomes clear by the stationary conditions on the sliding surfaces. For numerical examples, the hybrid stress model is applied for the bearing capacity of a concrete block and foundations under footing. The results of the numerical examples are in good agreement with exact solutions of plastic analysis.
机译:提出了使用混合应力模型对符合Mohr-Coulomb屈服准则的材料进行的极限分析。当材料中发生滑动时,应力场满足滑动表面上的Mohr-Coulomb屈服准则。因此,使用在滑动面上定义的拉格朗日乘子将莫尔-库伦方程引入混合互补能原理。拉格朗日乘数的物理意义通过滑动表面上的静止状态变得清楚。对于数值示例,混合应力模型适用于基础下混凝土砌块和地基的承载力。数值示例的结果与塑性分析的精确解非常吻合。

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