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1)  hexahedral module
六棱柱单元
1.
Various deployable structures can be formed by connecting more than one hexahedral module together.
利用伸缩杆六棱柱单元 ,设计了一大型构架式切割抛物面天线 ,并简要介绍了天线的可展节点细部设计杆件分类统计 。
2)  Prism-module
棱柱单元
3)  FTX polygon
六棱柱元件
1.
A three dimensional flow field simulation of a new screw element—FTX polygon in co-rotating twin screw extruder has been carried out by the ANSYS FEM package.
应用ANSYS有限元分析软件对啮合同向双螺杆挤出机中的新型螺杆元件———六棱柱元件 (FTXPolygon)进行了三维等温非牛顿流场模拟分析 ,并与捏合块元件的流场分析结果进行了对比 ,得到了在相同压差下六棱柱元件比捏合块元件产率高、剪切速率场更均匀且两种元件分散混合能力相近的结论。
2.
In the former paper , a three dimensional flow field simulation of a new mixing element FTX polygon was carried out in intermeshing co rotationg twin screw extrusion.
前文[1] 对啮合同向双螺杆挤出过程中的新型混合元件———六棱柱元件的流场作了三维等温非牛顿模拟 ,并将其结果与捏合块元件作了对比 ,得到了在相同压差下六棱柱元件比捏合块元件产率高、剪切速率场和剪切应力场分布更均匀 ,且两种元件分散混合能力相近的结论。
3.
FTX polygon is a new type of screw element which is invented to meet the higher speed and efficiency development in co-rotating twin-screw extruder.
六棱柱元件是为适应同向双螺杆挤出机高速高效的发展要求而出现的一种新型混炼元件。
4)  tri-prism element
三棱柱单元
1.
In the paper,post-processing techniques of finite element results based on tri-prism elements for electromagnetic field are studied.
研究了基于三棱柱剖分单元的电磁场有限元结果的后处理,给出了内部结果的剖切显示方法,通过将三棱柱单元细分为四面体单元,使三棱柱单元的等值面提取转化为简单的四面体单元的等值面提取,简单、实用地解决了单元细分时的相容性问题。
5)  quadrangular prism unit
四棱柱单元体
1.
In order to obtain structural characteristic of quadrangular prism unit of tensegrity and to make pre- paration for study on assembled large-span tensegrity structures, analysis was made on internal force and displacement of quadrangular prism unit of tensegrity under load by nonlinear finite element method (FEM).
为了解张拉整体四棱柱单元体的结构特性,并为大跨度组合式张拉整体屋盖研究奠定基础,用非线性有限元方法分析了张拉整体四棱柱单元体在荷载作用下的内力和位移。
6)  triangular prism unit
三棱柱单元体
1.
To verify the theoretical analysis and find out structural behaviors of triangular prism unit,based on theoretical analysis and form finding analysis,applicable semispherical joint system is designed for practical unit.
为了验证张拉整体理论分析的结果并深入了解三棱柱单元的受力性能,在理论分析和找形分析的基础上,针对实际的单元体设计了张拉整体适用的半球节点,选用拉索缩短的预应力施加方法进行了张拉整体三棱柱单元体的足尺模型试验,通过模型试验得到了实际结构在840N、1623N和4000N三种预应力水平下的受力性能。
补充资料:六甲基六乙烯基环六硅氧烷
CAS:18304-82-0
分子式:C18H36O6Si6
分子质量:516.99
中文名称:六甲基六乙烯基环六硅氧烷
英文名称:Hexamethylhexavinylcyclohexasiloxane
2,4,6,8,10,12-hexamethyl-2,4,6,8,10,12-hexavinyl-cyclohexasiloxane
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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