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1)  suppositional single layer density
虚拟单层密度
1.
This paper sums up disturbance gravitational computation methods(Bjerhammar, suppositional point mass, suppositional single layer density) by using operator operational method.
利用算子运算的方法,对求定外空扰动引力的Bjerhammar方法、虚拟点质量方法以及虚拟单层密度方法进行了系统地归纳;利用Possion核的再生特性及球谐函数的正交性质,给出了它们之间的换算关系;最后从两个方面分析了实用计算中各种方法的优劣。
2)  virtual density
虚拟密度
1.
For the simulation accuracy of springback problem in sheet metal forming,the effect of punch virtual velocity and sheet virtual density on the sheet strain energy was studied in this paper.
针对板料成形回弹精度问题的数值模拟,从理论上分析了凸模虚拟速度和板料虚拟密度对薄板变形能的影响。
3)  false density method
虚拟密度法
1.
Conjugate heat transfer of transient thermal conduction,natural convection and thermal radiation with internal heat sources is simulated numerically using PHOENICS(Version 1 4) with the false density method.
采用大型通用计算程序PHOENICS(14版本)、并结合虚拟密度法,对有内部热源的非稳态导热与自然对流换热及辐射换热的耦合问题进行了数值求解。
4)  density of single layer
单层密度
5)  virtual laminated element
虚拟层合单元
1.
Application of virtual laminated element in the shape optimization of beam and arch;
虚拟层合单元在平面梁和拱形状优化中的应用
2.
By the method of transforming the node DOF of the space bar element to the node DOF of the space virtual laminated element,that is,the node of bar element need not fixed on the node of space solid element,the prestressed concrete structure were simulated together.
通过自由度变换,把空间杆单元的节点自由度用空间虚拟层合单元的节点自由度来表示,即杆单元的节点无需固定在体单元节点上,共同模拟了预应力混凝土结构。
3.
Based on the virtual laminated element theory and program,the concept of equivalent node force was adopt to make a program,with which the spatial effect induced by post successive pre-stress of a simply supported and continuous spread boxes bridge was analyzed.
采用等效节点力的概念,以虚拟层合单元程序为平台,分析推导了预应力空间效应分析的方法,并以此为基础,考查了一座先简支后连续小箱梁桥后连续预应力张拉引起的结构空间效应。
6)  virtual laminated element method
虚拟层合单元法
1.
The effect of prestressed steel bars on bridge structure is transformed to the equivalent loads,then an approach of analyzing prestressed concrete bridge is presented with virtual laminated element method.
通过将预应力束对桥梁结构的作用转化为等效荷载,提出了用虚拟层合单元法分析预应力混凝土桥梁的方法。
补充资料:密度跃层
      见跃层。
  

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