搜索资源列表
yieldcomputation
- 完成力学屈服运算，是一重要的分析运算之一-Mechanical completion of the yield computation, is an important analysis of one of computing
Structure
- 关于结构体编程的实例，计算最大应力点，屈服强度等-About the structure of programming examples
epfecode
- 该程序采用fortran编写的二维有限元程序，其中包含完整的屈服函数、硬化模型和流动法则-The fortran program written by two-dimensional finite element program, which includes the full yield function, hardening model and the flow rule
pingmianyingbiantongguovmiseandniansuxing
- 利用V.Mise屈服准则和粘塑性方法来分析平面应变问题，以此为基础以后还可能扩展到轴对称问题-V. Mise yield criterion and the use of visco-plastic approach to the analysis of plane strain problems, as a basis for the future may also be extended to axisymmetric problems
UMAT-HILL48
- abaqus调用子程序umat关于hill屈服准则的程序，保密文件-abaqus procedure about umat
2D4N_com
- 2维4节点的UEL单元，嵌入UMAT，采用j2 mises屈服准则-2d4nodes uel elements, with umat codes, and j2 mises flow rule
MISES
- abaqus 材料二次开发的例子 准则为mises屈服-Examples of criteria for the secondary development abaqus material mises yield
fitR-O
- 函数：将MTS实验后的拉伸数据以工程应变工程应力的格式两列放入data.xls中，程序算出材料的屈服点的应力应变，抗拉强度，符合R-O本构的参数，以及真实的应力应变，还有就是在有限元模拟时输入的材料的参数；-Functions: MTS stretched after the experiment data to engineering stress-strain engineering into data.xls format in two columns, the program calcu
umat_2d4n_dp
- 2维平面应变+各项同性+J2流动+自定义屈服强度等效塑性应变关系+欧拉后推径向返回-ABAQUS UMAT
ROmodel
- 用于r-o本构模型的计算，可以计算没有屈服平台的金属(R-O constitutive model calculation)
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)
S_value
- 土木工程屈服角，滞回曲线，位移角，层间侧移角(civil Engineering,drift)
mises_book
- UMAT-MISES--基于Mises屈服方程的弹塑性本构模型(UMAT for Mises the elastic-plastic constitutive equation based on the Mises yield funcion)
线性插值
- 采用能量等值法计算骨架曲线的屈服荷载及位移等(Calculating yield load and displacement of skeleton curve by energy equivalent method)
vumat
- vumat 本构模型，von mises屈服准则加各向同性硬化准则(vumat von mises constitutive model+isotropic hardening)
混凝土塑性损伤模型
- 混凝土应力应变曲线采用的10规范，损伤因子的计算采用的是sidiroff能量等价原理。初始损伤拉压均取在0.4*屈服强度位置。(The concrete stress-strain curve adopts the 10 specification, and the damage factor is calculated according to the Sidiroff energy equivalence principle.The initial damage tension and co