搜索资源列表
DCEV
- 利用ABAQUS中的UMAT开发的平面应变邓肯-张模型子程序-Using ABAQUS UMAT developed in plane strain Duncan- subroutine
DCPE
- 利用ABAQUS的UMAT开发二维邓肯-张E-B子程序-ABAQUS UMAT developed by the two-dimensional Duncan- EB subroutine
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 w
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
umat-single-cristal
- This subroutine provides the plastic constitutive relation of single crystals for finite element code ABAQUS. The plastic slip of single crystal obeys the Schmid law. The program gives the choice of small deformation the
neo-hookeanumat
- abaqus中的neo-hookean模型的umat-abaqus in the neo-hookean model umat
esloplastic
- ABAQUS中的弹塑性的umat程序，就是经典的mises屈服条件-ABAQUS elasto-plastic in the umat program, is the classic mises yield condition
cycle-model
- ABAQUS中的循环模型umat，并附有解释，实现循环加载下的模拟-Cycle model in ABAQUS umat, along with explanation, to achieve the simulation under cyclic loading
Uzan-Witzcak-Models
- The Uzan model for umat subroutine.
user
- 修正mohr-coulumb准则的umat程序-failed to translate
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 INITIA
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
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
dyn21b
- ls-dyna umat的code ls-dyna971的-ls-dyna umat code
UMAT_Damage
- abaqus有限元软件umat（damage）-abaqus finite element software umat (damage)
umat_Elastic-plastic
- 用于模拟混凝土单元的弹塑性模型，并有损伤变量，在ABAQUS中umat中输入弹性模量，泊松比与屈服应力即可。-The elastic-plastic model for the simulation of concrete unit, and the damage variable in the ABAQUS umat enter the elastic modulus, Poisson' s ratio and yield st
umat-DP
- 用于计算abaqus中土的状态。是子程序。-The state used to calculate the abaqus Turkey. Is the subroutine.
ABAQUS-UMAT
- ABAQUS中各种不同本构的内聚力单元fortran用户子程序-ABAQUS in a variety of constitutive cohesive unit fortran user subroutines