1) solid-beam method
实体-梁单元法
1.
Based on matrix displacement method for arch structure and fiber element method for concrete-filled steel tube arch bridge,the solid-beam method for concrete-filled steel tube arch bridge was presented.
本文结合拱结构计算的矩阵位移法[1]和钢管混凝土拱桥分析的纤维单元法[2],特提出钢管混凝土拱桥计算的实体-梁单元法。
2) degenerated three-dimensional solid beam element
三维实体退化梁单元
3) solid element
实体单元
1.
The basic theory of the grillage of boxing section was introduced in detail and the solid element of ANSYS was used to verify the practicability,with the hope to supply useful reference on the grillage theory and application to designers.
在这介绍了适用于箱型截面的梁格的基本理论,并用ANSYS实体单元验证方法的可行性,为设计人员对梁格理论的理解及应用提供了有益的参考。
2.
In this paper, the strength and stiffness of Refrigeration Container and its stress distribution are analyzed in static instances by solid element with COSMOSWORKS finite element analysis software.
采用COSMOSWORKS有限元分析软件 ,利用实体单元对冷藏集装箱进行静载荷工况的强度、刚度分析 ,计算出整个集装箱的载荷和应力分布 ,为箱体的设计与改进提供依
3.
In this paper,the strength and stiffness of whole frames of low flat-bed semitrailer are analysed in two case,with solid element of Cosmosworks finite element analysis software.
采用Cosmosworks的实体单元 ,对某型低货台半挂车车架两种载荷工况下的强度和刚度进行了分析 ,计算出整个车架的载荷和应力分布 ,找出了车架的薄弱部分。
4) element entity
单元实体
5) whole substance unit
全实体单元
1.
We analyze the non-linear character of the air-spring by using the non-linear FEM, and give an simulation method with whole substance unit first in China.
利用非线性有限元方法,在国内第一次给出了提速客车上空气弹簧的全实体单元模拟仿真方法。
6) brick-beam combination element
体梁组合单元
1.
In this paper, a brick-beam combination element model is developed for the three-dimensional finite element analysis of reinforced concrete structures.
本文提出了一种用于钢筋混凝土结构空间有限元分析的体梁组合单元模型。
补充资料：ANSYS壳单元分析箱梁
! Analysis a box beam section with shell elements of ANSYS
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条