The stochastic damage constitutional law models of concrete under uniaxial tension, uniaxial compression and biaxial tension compression combination are established.
建立了混凝土单轴受拉、轴受压与双轴拉压组合条件下的随机损伤本构关系模型。
Under the loading conditions of uniaxial and slightly biaxial tension, the characteristics of material bifurcations (plane shear banding and surface wrinkling) are demonstrated.
文中揭示了在单向和弱双向加载条件下材料分叉(平面剪切带和表面皱曲)的一些特征。
The simulation results show that both uniaxial compression and biaxial tension can enhance the hole mobility.
模拟结果显示：无论是单轴压应力还是双轴张应力，都使得空穴迁移率增大。
The simulation results show that both uniaxial compression and biaxial tension can enhance the hole mobility.
模拟结果显示：无论是单轴压应力还是双轴张应力，都使得空穴迁移率增大。
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