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1)  Cosserat continuum
Cosserat连续体
1.
Finite element analysis of Cosserat continuum for progressive failure and limit bearing capacity of soil foundation;
地基渐进破坏及极限承载力的Cosserat连续体有限元分析
2.
An elastoplastic Cosserat continuum model for CAP constitutive model with non-smooth multiplicative yield surfaces is presented.
提出了一个非光滑多重屈服面的CAP弹塑性Cosserat连续体模型。
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2)  Biot-Cosserat continuum model
Biot-Cosserat连续体模型
1.
The Biot-Cosserat continuum model for coupled hydro-dynamic processes in saturated porous media is proposed by means of the combination of both Biot theory and Cosserat continuum theory to simulate the strain localization phenomena due to the strain softening.
提出了适用于饱和多孔介质中应变局部化分析及动力渗流耦合分析的Biot-Cosserat连续体模型。
3)  Cosserat continuum model
Cosserat连续体模型
1.
Numerical analysis for the effects of constitutive parameters in Cosserat continuum model on the simulation results of the strain localization;
Cosserat连续体模型中本构参数对应变局部化模拟结果影响的数值分析
2.
Finite Element Simulation of Strain Localization Based on Cosserat Continuum Model;
基于Cosserat连续体模型的应变局部化有限元模拟
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4)  Cosserat continua
Cosserat连续介质
1.
Classical yield criterions cannot be applied directly to Cosserat continua since the strain tensor and stress tensor in Cosserat continua are asymmetric.
Cosserat连续介质下的应力、应变张量具有不对称性,经典连续介质的屈服准则无法直接用于 Cosserat连续介质。
5)  continuous and non-continuous body
连续和非连续体
6)  semicontinuum [,semikən'tinjuəm]
半连续体
1.
Based on the strain energy model presented by Sun-Zhang and the energy conversion and energy conservation,a new semicontinuum model is presented to calculate the nature frequency of a nanoscaled clamped-clamped silicon beam.
基于Sun-Zhang提出的应变能量计算模型,根据动势能转换与守恒原理,提出了用于分析硅纳米梁基波频率的半连续体模型。
补充资料：非连续长纤维增强体
分子式：
CAS号：

性质： 一种短纤维增强材料。这种增强体与纤维短切毡不同，其纤维的排布均沿同一方向成束状。当每根短纤维都保证大于其临界长度时，从总体上讲其增强效果与连续纤维相近。如体积分数为58％的AS-4连续纤维增强PEEK在常温下的拉抻强度为1677MPa，不连续长纤维的常温拉伸强度为1615MPa。这种增强体适于制作形状较为复杂的复合材料构件，不致在弯角处发生屈曲。

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