discontinuous rock mechanics 非连续岩体力学
discontinuous media mechanics 不连续介质力学
discontinuous medium mechanics 不连续介质力学
discontinuous deformation computational mechanics model 非连续变形计算力学模型
Focusing on the new type prestressed anchoring cable, a refined model is established in this paper using the interface stress element method in discontinuous mechanics.
针对这种新型预应力锚索,基于不连续介质力学的界面元法建立了精细模型。
The structure of rock is extremely complicated discontinuous and heterogeneous body, its mechanics property has non-linear, anisotropism and rheology characteristic, which changed over time.
岩石的结构是极其复杂的非连续和非均质体,其力学属性具有非线性、各向异性及随时间变化的流变特性。
In the point of view of meso - mechanics, the multi-zone boundary element method is used to analyze the behavior of the discontinuous system.
同时,多域边界元法也从细观力学的角度被用来探索这种不连续系统的平面应变问题。
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