搜索资源列表
8node
- 平面8节点单元类，可以输出单元的刚度、质量、阻尼矩阵，并可通过形函数插值得到内部各点得位移、应力等。对各位以前编写的程序的一个补充和完善吧。-plane eight-unit category, the output unit stiffness, mass, damping matrix, through the shape function can be interpolation points in the internal displacement and stress. Right b
FiniteElementPlateCodes
- 有限元计算程序用于计算平面板结构单元的应力和位移。-finite element program used to calculate the plane plate modules stress and displacement.
elastic.rar
- abaqus 二次开发子程序 实现平面应变的本构关系,UMAT for plane strain and axial symmetry for elastic behaviour using ABAQUS stress and strain quantities
code_exp
- abaqus 二次开发子程序之塑性大变形代码-UMAT for plane strain and axial symmetry for elastic, linear strain hardening plastic behaviour using explicit integration with continuum Jacobian, using ABAQUS stress and strain quantities. Suitable for large deformati
ElementStress
- 用三结点三角形平面单元计算平面结构的应力和位移。-Three-node triangular plane element planar structure of the stress and displacement.
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
Nonnlinefemforsoil
- 1.本程序为平面变形问题非线性有限元程序,可用于计算土坝、地基、挡土墙或地下结构的应力和变形。 2.土的非线性应力--应变关系采用邓肯双曲线模式 另一个弹性常数可有两种选择: (a)切线泊松比: (b)切线体积模量: 3.解题方法为中点增量法,考虑到每级加荷的两次计算所得的弹性常数对某些单元可能相差较大,而实际可能处于这两者之间,因此取两者的某种加权平均值作为修正的计算弹性常数,其中初始弹性常数取权为1/4,中点弹性常数取权为3/4,以反映平均结果接近中点弹性常数。
planestrain0stress8node-4square
- 平面单元四边形八结点单元的应力应变分析,考虑了应力应变梯度-the analysis of 2D plane including stress and strain
conv
- 有限元三角形单元解决平面标准塑性应力应变问题-Plane triangular element finite element to solve the problem the standard plastic stress-strain
FEM
- 有限元平面应力问题计算，总体刚度矩阵矩阵压缩存储，LU分解求解-Plane stress finite element calculation, the overall stiffness matrix of compressed storage matrix, LU decomposition Solving
plasticity_exp
- 塑形模型的显式算法，带有INP文件，用于二维的平面模型。-explicity for plasticiy with inp files, used for plane stress model
plasticity_imp
- 塑形模型的隐式算法，带有INP文件，用于二维的平面模型。-plasticity model of implicti method, with inp files and used for plane stress
fixed
- ISOTROPIC ELASTICITY ONLY USED FOR PLANE STRESS
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
barlat89(implicit)
- barlat89屈服本构,平面应力单元，可用于钣金回弹预测(barlat89 model Plane stress unit can be used to predict the springback of sheet metal)
Mesh2d automatic mesh generation in matlab
- isoparametric triangular plane stress
Mcodes_T3element
- FEM code for Plane stress
vep_complete_eyring_crack
- 纳入了机械损伤和应变速率的断裂UMAT子程序，不能用于平面应力。(The fracture UMAT subroutine incorporating mechanical damage and strain rate can not be used for plane stress.)
vic-2d-44_ODxCracK
- 通过图像模板匹配，完成数字图像的平面应力与应变分析(Complete plane stress and strain analysis of digital image)