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1)  linear reinforced plasticity
线性强化刚塑性
2)  Piece-wise elastic-plastic model
线性强化弹塑性
1.
An approximate ligament field of mode Ⅰ plane-strain crack problems under Piece-wise elastic-plastic model is obtained.
计及弹性应变 ,引入一代表裂尖区各点弹性变形、塑性变形比例的参量νep,得到平面应变下Ⅰ型裂纹的线性强化弹塑性韧带近似解 ,并导出其应力、应变以及能量密度的表达式。
3)  Reinfored plastic
强化塑性
4)  plasticity strengthening
塑性强化
1.
To more reasonably describe the creep behavior of rock,especially the 2nd and 3rd stages of rock creep,a non-linear creep model of rock was established based on the creep mechanism of rock and introducing a plasticity strengthening function and a viscosity weakening function into the visco-plasticity model.
为更好地描述岩石蠕变行为,特别是第2和第3期蠕变过程,基于岩石蠕变机理,在粘塑性元件中引入塑性强化函数和粘性弱化函数,建立了岩石的非线性蠕变模型。
5)  linear strengthening plastic model
线性强化塑性材料
6)  rigid plastic/rigid-viscoplactic
刚塑性/刚粘塑性
1.
The structure and key technologies of the 3D rigid plastic/rigid-viscoplactic FEM system developed by authors and named 3D - PFS have been introduced briefly.
介绍了自主开发的三维刚塑性/刚粘塑性有限元模拟分析软件3D—PFS的组成及关键技术问题的处理, 并给出了计算实例。
补充资料:刚鸷
1.凶猛。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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