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Beamfrequencyequation
- 悬臂梁频率方程计算；将完整模型与损伤模型进行对比分析-Beam frequency equation to the full model were compared with the damage model
zaishenghunningtu
- 再生混凝土细观损伤分析程序，采用随机骨料模型与双折线模型。-Recycled concrete meso-damage analysis procedures, using random aggregate model with two-line model.
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 stress can be.
ode-material-damage-matlab
- ode 材料损伤模型的编程验证和对比，AA6082研究-ode material damage model validation and comparison AA6082reserch
Visco-Elastic-Plastic-FEM-analysis
- 弹粘塑性本构模型出发，考虑混凝土材料的损伤，推导提出混凝土弹粘塑性损伤本构模型，适用性强大。本模型能够反映出材料不同的拉压性能、材料的应变率敏感性、静水压力及中间主应力的影响，具有一定的实用价值。-Based on the constitutive model of the elastic viscoplastic constitutive model, the damage of concrete materials is considered, and the constitutive mo
无损伤弹性本构Umat-2D
- 基于abaqus的umat ,2D ,弹性本构模型(UMAT, 2D and elastic constitutive model based on ABAQUS)
AR
- 时间序列模型建立 损伤识别(Damage identification by time series model)
cmcm交叉模型交叉模态方法
- BeamElementmm 为生成二维平面梁单元的一致质量矩阵 BeamElementStiffness 为生成二位梁单元刚度矩阵 BeamElementStiffness 为组装刚度矩阵和质量矩阵的程序 本程序可以进行有限元模型修正和结构损伤识别，优点是基本解决了测量信息有限的问题。(BeamElementmm is a consistent mass matrix for generating two-dimensional planar beam elements BeamEleme
Mazars_damage
- 该程序的功能是编译了混凝土损伤模型子，实现混凝土的损伤阶段应力及变形计算。(subroutine for mazars damage)
identification
- 用刚度文件FEM，对模型进行不同单元的损伤识别，同时得到损伤程度(The stiffness file FEM is used to identify the damage of different elements of the model, and the damage degree is obtained at the same time.)
vumat
- ABAQUS用户子程序-hashin渐进损伤准则模型(ABAQUS user subroutine Hashin progressive damage criterion model)
Creep-damage-COCKS-ASHBY
- 基于COCKS-ASHBY模型的蠕变损伤模型子程序，适用于abaqus仿真。