1) beam-strip element
梁条单元
1.
In this paper, a beam-strip element is constructed according to the special action of corner column demonstrated in frame-tube structure with its stiffness matrix and the formulas for calcu - lating the internal forces of corner column derived .
本文根据角柱在框筒结构中的特殊作用构造了梁条单元，推导了梁条的单元刚度矩阵和角柱内力的计算公式，并将这些改进应用在框筒的平面应力有限条法中，获得了令人满意的角柱主要内力计算结果。
2) beam element
梁单元
1.
A nonlinear beam element considering initial imperfection;
一种考虑初始缺陷影响的非线性梁单元
2.
Application of 3D nonlinear beam elements of concrete filled steel tube;
钢管混凝土三维非线性梁单元的研究与应用
3.
Finite element analysis on stability of steel pipe-concretearch by the degenerated 3-d laminated curved beam elements;
钢管混凝土拱稳定分析的三维退化层合曲梁单元
3) segment element
梁段单元
4) curved beam element
曲梁单元
1.
The trigonometric function is introduced as element s displacement function,and a novel curved beam element is derived using equilibrium equation.
采用三角位移函数,基于平衡法推导了一种新型曲梁单元。
2.
In this paper, progress on curved beam elements is summarized.
综述了曲梁单元的发展 。
3.
There is the specification of the displacement function, shear and membrane locking, nonlinear analysis of curved beam element.
综述了系杆拱桥稳定性研究状况，特别分析了曲梁单元形函数选取，消除剪切与薄膜力闭锁、非线性分析的研究进展。
5) beam-column elements
梁-柱单元
6) beam-column element
梁柱单元
1.
Material and geometrically nonlinear spatial beam-column element based on the finite element flexibility method;
基于有限单元柔度法的材料与几何双重非线性空间梁柱单元
2.
Comparative investigation of displacement-based and force-based beam-column element theories;
基于位移形函数和力形函数的梁柱单元理论对比研究
3.
On the comparison of the two common beam-column element theories and the example analysis
两种常见的梁柱单元理论对比与实例分析研究
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