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Theoretical study on damage bifurcation of unstable failure process of quasi-brittle materials

机译:准脆性材料不稳定破坏过程损伤分叉的理论研究

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To obtain the damage effect in the process of elastoplasticity deformation of quasi-brittle materials, the isotropic damage loading-unloading function and damage variable were introduced to non-continuous bifurcation. The critical bifurcation orientation and its corresponding hardening modulus for quasi-brittle materials were derived considering the effect of stiffness degradation and volumetric dilatancy under the assumption of isotropic damage. The relationships of localized orientation angle and maximal hardening modulus dependent on degree of damage and initial Poisson's ratio of rock were explored. Comparative analyses were conducted to study the bifurcation of uniaxial tension-compression samples under the conditions of plane stress and plane strain. It is shown that as the initial Poisson's ratio or degree of damage increases, the localization orientation angle of the plane uniaxial compression sample tends to be initiated to decrease. However, the localization orientation angle of the plane uniaxial tension sample tends to be initiated to increase. The sum of orientation angle under tension and compression conditions is 90°. There are plane stress and plane strain cases of the maximum hardening modulus that is independent of the uniaxial compression and tension.
机译:为了在准脆性材料的弹塑性变形过程中获得损伤效果,将各向同性损伤的加载-卸载函数和损伤变量引入非连续分叉中。考虑各向同性损伤下刚度降低和体积膨胀率的影响,得出准脆性材料的临界分叉取向及其相应的硬化模量。探索了局部取向角与最大硬化模量之间的关系,其取决于损伤程度和岩石的初始泊松比。进行了比较分析,以研究在平面应力和平面应变条件下单轴拉伸压缩样品的分叉。结果表明,随着初始泊松比或损伤程度的增加,平面单轴压缩样品的定位取向角趋于开始减小。然而,平面单轴张力样品的定位取向角倾向于开始增大。拉伸和压缩条件下的定向角之和为90°。存在最大硬化模量的平面应力和平面应变的情况,而这种情况与单轴压缩和拉伸无关。

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