1) recursive condensation beam element
递推凝聚梁单元
1.
Investigation into high-accuracy geometrically-nonlinear recursive condensation beam element;
一种高精度几何非线性递推凝聚梁单元
2) element condensation
单元凝聚
1.
To deal with small elements via element condensation,the regional numbers of the exceeding errors are reduced and surface is optimized in the region of the exceeding errors,then surface reconstruction and it.
运用B样条曲面的表示方法,构造了初始B样条曲面网格控制点逼近散乱点集,在此基础上构造包围盒进行局部搜索,用于误差检测,将查找问题转化为计算问题;并采取单元凝聚方式处理小单元,减少了误差超限的子区域个数,最后在误差超限的子区域内优化曲面。
3) gelled bipropellant
单元凝胶推进剂
4) reinforcement concrete spatial beam element
钢筋混凝土空间梁单元
1.
Stiffness matrix for reinforcement concrete spatial beam elements;
钢筋混凝土空间梁单元刚度矩阵研究
5) plane beam element of reinforced concrete
钢筋混凝土平面梁单元
6) hierarchical condensation
递级凝聚
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