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1)  sandwich die
层状模
2)  stratified model
层状模型
1.
A stratified model for the analysis of ground subsidence due to underground excavation is established based on elastic-thin-plate bending theory in the rock mass displacement fields.
基于弹性力学中的薄板弯曲理论,在岩体移动领域建立了地表下沉预测分析的层状模型。
2.
Based on an idealization of cancellous bone as a periodic array of bone\|marrow layers that is stratified model,Schoenberg s theory was applied to analysis propagation properties of two compressional modes(fast and slow waves).
基于松质骨的层状模型 ,利用Schoenberg理论分析了松质骨中两种纵波 (快纵波和慢纵波 )的传播特性 ;并在理论和实验上详细分析了骨小梁方向与传播方向间的夹角对松质骨中快纵波和慢纵波传播特性的影响。
3)  layered model
层状模型
1.
In order to study stiffness degeneration rules of prestressed concrete continuous box girder after cracking,considering loading and unloading effect,material and geometric bi-nonlinear effect,whole process of cracking,yielding,failure of a three-span continuous skew box girder was simulated effctively by using CB shell element and layered model on simulation of prestressed concrete structure.
为了研究预应力混凝土连续箱梁开裂后的刚度退化规律,基于CB壳单元,采用层状模型模拟预应力混凝土结构;考虑加载和卸载效应及材料和几何双重非线性效应,有效地模拟了三跨连续斜交箱梁的开裂、屈服和失效全过程。
2.
Using CB shell element and layered model,the behaviors of cracking,yielding and destroying procedures of a three-span PC continuous skew box girder are analyzed considering the material and the geometry nonlinearity.
基于CB壳单元,采用层状模型模拟预应力混凝土结构,考虑材料和几何双重非线性效应,有效地模拟了三跨连续斜交箱梁的开裂、屈服和失效的全过程。
3.
In the study,some technologies are proposed for the nonlinear finite element analysis including the CB shell,the layered model,the material nonlinear behavior and the geometry nonlinear behavior.
采用连续体(CB)壳单元和层状模型,对T梁附设修正后的边界条件,并施加反复荷载对钢筋混凝土T梁进行非线性有限元分析,将有限元分析结果与实测数据进行比较,结果表明,采用修正边界条件的有限元分析结果与破坏性试验数据基本吻合。
4)  layer model
层状模型
1.
A new two-parameter layer model was presented in this paper.
并且本文得到了荷载作用于层状模型内部时的解答,为将双参数地基模型用于桩基分析打下了理论基础。
5)  layered XY model
层状XY模型
6)  multilayered spherical head model
多层球状头模型
补充资料:模状
1.犹规矩。 2.对事物情状或声音的描绘。
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