搜索资源列表
duncan-1
- 利用ABAQUS中的用户自定义材料子程序UMAT开发的三维邓肯-张模型，应力积分算法采用的是基本增量法-In the use of ABAQUS user-defined material subroutine UMAT developed three-dimensional Duncan- model, stress integration algorithm is the basic incremental method
duncan-2
- 利用ABAQUS中的用户材料子程序UMAT开发的三维邓肯-张模型，应力积分算法采用的是中点增量法。-Using ABAQUS user material subroutine UMAT in the development of three-dimensional Duncan- the stress integration algorithm is used in the mid-point incremental method.
duncan-3
- 利用ABAQUS中的用户材料子程序UMAT开发的三维邓肯-张模型，应力积分算法采用的是带误差控制的改进Euler积分算法。-Using ABAQUS user material subroutine UMAT in the development of three-dimensional Duncan- the stress integration algorithm is used to improve error control with Euler integration algorith
code_imp
- 可用于有限元软件ABAQUS中的塑性本构关系模型UMAT-the UMAT of plasticity constitutive model
neo-hookeanumat
- abaqus中的neo-hookean模型的umat-abaqus in the neo-hookean model umat
visco_beam
- UMAT, FOR ABAQUS/STANDARD INCORPORATING ELASTO-VISCOPLASTICITY WITH LINEAR ** ** ISOTROPIC HARDENING. LARGE DEFORMATION FORMULATION FOR PLANE STRAIN ** ** AND AXI-SYMMETRIC ELEMENTS. IMPLICIT INTEGRATION WITH INITIAL STIFFNESS JACOBIAN - UMAT, F
visco_imp
- UMAT, FOR ABAQUS/STANDARD INCORPORATING ELASTO-VISCOPLASTICITY WITH LINEAR ** ** ISOTROPIC HARDENING. LARGE DEFORMATION FORMULATION FOR PLANE STRAIN ** ** AND AXI-SYMMETRIC ELEMENTS. IMPLICIT INTEGRATION WITH INITIAL STIFFNESS JACOBIAN-UMAT, FOR
Burgers-model
- 给状态变量数组赋初值为零，调用ABAQUS子程序SDVINI 瞬态温度场下修正Burgers模型UMAT子程序源代码-给 状态 变量 数组 赋 初值 为零, ABAQUS 调用 子程序 SDVINI 瞬态 温度 场 下 修正 Burgers 模型 UMAT 子程序 源 代码
UMAT_Damage
- abaqus有限元软件umat（damage）-abaqus finite element software umat (damage)
CFFORTRANr
- 晶体塑性代码，黄永刚，91年，UMAT，abaqus，用户户材料子程序，FCC,BCC,HCP， -Crystal plasticity code of Huang Yonggang, 1991, UMAT abaqus material subroutine of the user households, the FCC BCC HCP
eMC
- 简单的弹性摩尔库伦本构模型，ABAQUS二次开发，UMAT子程序(Elastic Mohr Coulomb constitutive model)
边界面
- 循环载荷土体弱化，ABAQUS子程序边界面介绍及源代码(Soil weakening under cyclic loading,ABAQUS subroutine side interface introduction and source code)
Example
- This consists of codes for applying PBC, Abaqus plugins for converting 2D geometry to 3D, UMAT for applying CP
umatila[1]
- 混凝土塑性损伤模型的umat文件 用于ABAQUS中自定义用户材料属性 本文件中定义了混凝土的弹塑性模型 其中塑性考虑了混凝土的塑性损伤模型(the umat Fortran words of concret in ABAQUS)
ABAQUS入门umat算例教程
- 最简单的杆件单轴拉伸，材料本构模型采用线弹性模型，step by step 介绍了umat的操作过程及结果验证
邓肯张Umat本构模型
- 从最基础的公式出发，将邓肯张模型写进Abaqus的Umat中，改进材料本构仿真
abaqus 弹性本构模型
- abaqus弹性本构模型的编写，包含umat的详细解释和关键词的说明
abaqus材料库
- 基于不可逆热力学原理建立的混凝土材料损伤本构，利用Fortran编写的umat，abaqus材料库abaqus材料库
Miss屈服准则umat
- umat程序二次开发，对初学者有借鉴意义，可用于abaqus接口
abaqus弹性umat
- abaqus弹性umat,在邓肯张模型基础上进行的编写，可供二次开发初学者进行学习