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exam6_2
- 等参元计算应力应变问题的有限元程序,matlab编写。-finite element program for plane stress problems
planetruss
- 平面桁架单元，力，长度，刚度，应力程序,使用matlab编制-plane truss force,length ,stiff,stress
juxing
- 平面应力矩形单元有限元分析，并画出网格图形，用星号标记受力点，用叉号标记受约束点，最后求出力、位移和主应力。-Rectangular plane stress finite element analysis, and draw the grid graph, marked with an asterisk stress points marked with crosses by constraints, and finally seek to contribute, displacement a
sjd
- 三节点平面应力单元有限元分析，计算出了其节点力、位移和应力。-Three-node plane stress element finite element analysis to calculate the strength of its nodes, displacement and stress.
Main
- 有限单元法平面应力三角形单元 matlab 程序 -Triangular plane stress finite element method matlab program unit
examjisuan
- 在matlab平台上利用有限元分析方法计算平面梁的变形与应力-Platform in matlab calculated using the finite element analysis of deformation and stress plane beam
MATLAB-Codes-for-Finite-Element-Analysis
- Discrete systems, such as springs and bars • Beams and frames in bending in 2D and 3D • Plane stress problems • Plates in bending • Free vibration of Timoshenko beams and Mindlin plates, including laminated composites
CST_2
- 3 triangl finite element method c program code usefull for all kind of plane stress and strain
Codestress_Recovery
- a code is written to extract stress in 2D plane stress analysis
plane-stress
- Plane Stress with body and point loads, T3 triangle XY COORDINATES CLOSED FORM INTEGRALS Change E_e to get Plane Strain-Plane Stress with body and point loads, T3 triangle XY COORDINATES CLOSED FORM INTEGRALS Change E_e to get Plane Strain
scripts
- The plane stress analysis refers to the problems where th ickness of the structure is very small compared to other dimensions of the structure in the XY plane. The plane stress problem is a 2D problem. The stresses in the z direction are considered t
Three-node-plane-element
- 此程序用来计算结构的总刚度矩阵，求解结点位移，各单元内三个节点的应力应变。-This program is used to calculate the total stiffness matrix structure, solving node displacement, stress and strain within each cell of the three nodes.
four-node-element
- 输入单元节点坐标及材料参数，输出单元刚度矩阵，用4节点平面四边形等参单元计算分析平面应力问题。-Nodal coordinate input unit and material parameters, the output element stiffness matrix, using a 4-node plane quadrilateral isoparametric plane stress calculation and analysis unit.
Triangle2D3Node
- 有限元方法计算中3角形单元3节点模型建立，可解决平面应力和应变问题-Finite element method to calculate the Triangle 3 nodes model, which can solve the problem of plane stress and strain.
PlexiFECalibration-YH
- 考虑一个平面应力问题，如图所示，假设厚度h 1，材料为各项同性，杨氏模量为E 1，泊松比v 0，相关力和位移边界条件如图中所示，问题左端为固定约束。试用两个三角形单元分析此问题。试求问题各节点位移u、v和应力σ_x、σ_y和σ_xy。-Consider a plane stress problem, as shown, assuming thickness h 1, the material is homogeneous, Young s modulus E 1, Poisson s r
matlab-dongli-youxianyuan
- 用matlab编程计算平面应力应变问题的源代码-Using matlab programming to calculate the plane stress and strain problem source code
plane stress revisited
- plane stress fem code
Plane stress Problem
- plane stress problem FEM code
zip1
- Plane stress code matlab
Mcodes_T3element
- FEM code for Plane stress