1) degenerated three-dimensional beam element
三维退化梁单元
1.
Stability analysis of thin-walled members by degenerated three-dimensional beam element method;
薄壁杆件稳定分析的三维退化梁单元法
3) degenerated three-dimensional solid beam element
三维实体退化梁单元
4) degenerated 3-D laminated curved beam element
三维退化层合曲梁单元
1.
The finite element analysis on stability of steel pipe |concrete arch by the degenerated 3-D laminated curved beam elements;
钢管砼拱稳定分析的三维退化层合曲梁单元
5) Degenerated 3 dimensional laminated beam element
三维退化层合梁单元
6) degenerated beam element
退化梁单元
1.
The creep of concrete structures is studied using degenerated beam element.
应用退化梁单元分析了混凝土结构的徐变问题。
2.
In this paper,a degenerated beam element is developed,evolving from a bilinear degenerated shell element.
从双线性退化板壳单元出发,演绎推导出了一种可以应用于空间有限元分析的退化梁单元。
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