1) ANSYS shell element
ANSYS板壳元
2) flat-shell element
平板壳元
1.
Triangular flat-shell element TSLT18 for analysis of thick and thin shells;
厚薄通用三角形三结点平板壳元TSLT18
2.
A new kind of rectangle flat-shell element, GCTTRS24, for thick and thin shells was constructed.
构造了一种新的厚壳和薄壳通用的矩形平板壳元GCTTRS24。
3) plate/shell element
板壳单元
1.
In the spacial analysis on Hangzhou Fuxing Grade Separation of which the structure is of box girder with single-box multi-cell,the application of solid degenerate plate/shell element is proved to be correct and effective for its conformability on stress and deflection with the testing results.
采用实体退化板壳单元对杭州复兴立交桥这种单箱多室箱梁的结构进行空间分析,得出的应力和挠度与试验结果相符,证明了实体退化板壳单元的正确性和有效性。
2.
In this paper, an approach of finite element analysis to some parts of large turbine generators is proposed by using plate/shell element instead of beam element for stiffness beam on the shell.
本文提出采用有限元板壳单元模型来模拟大型汽轮发电机若干部件的力学分析模型,通过理论与有限元计算分析可见,采用这样的模型,可以简化模型的建立,简化计算,并能取得与理论上加筋用梁模型所获得的效果和计算精度。
4) shell element
板壳单元
1.
A new type of shell element is presented to form an equilibrium equation with unknown node - displacements.
提出一种新的板壳单元,建立以结点位移为未知量的平衡方程组,组装得到的整体刚度矩阵为稀疏带状矩阵。
5) ANSYS finite element method
ANSYS有限元
1.
The self-lubricating composite was designed by using the ANSYS finite element method at high loads.
利用ANSYS有限元软件对重载自润滑复合材料进行设计,通过摩擦磨损实验测定了其摩擦磨损曲线。
2.
The paper is analyzed and simulated with the use of the ANSYS finite element methods,adopt solid 92 element,set up finite element model of the board,get the picture of stress distribution,receive the great deformation value and proved with the experiments.
通过ANSYS有限元进行模拟分析,采用Solid 92单元,建立大立板的有限元模型,从直观了解到大立板应力分布情况,并得到大立板的变形值。
6) ANSYS finite element
ANSYS有限元
1.
The model was established by using the ANSYS finite element analysis software,and the alternation regularity between anodic resistance and its numbers of days was researched.
利用ANSYS有限元软件建立了模型,分析了阳极电阻随着天数增加的变化规律。
2.
With ANSYS finite element optimized analysis function, the structure of the cross rod has been optimized, which proves the feasibility by means of ANSYS optimized analysis function to realize the structure optimization analysis.
通过利用ANSYS有限元优化分析功能对十杆桁架结构进行了优化分析 ,证明了用ANSYS优化分析功能实现结构优化分析的可行性 ,从而为其它复杂结构的优化分析提供了新的方法和依据。
3.
Considering and un-considering the soil-structure interaction under seismic excitations are contrasted and analyzed by using 2-D elastic-plastic method with ANSYS finite element analysis software.
本文利用ANSYS有限元软件,对水平地震作用下考虑和不考虑土和结构相互作用的高层建筑进行弹塑性对比分析。
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