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COMSOL在岩石损伤过程的应用
- 岩石损伤与断裂力学一直是有限元的弱势领域，必须依赖MATLAB一类的数学软件协助，本书籍提供了基础教程与相关案例。(Rock damage and fracture mechanics have been the weak field of finite element, must rely on MATLAB class of mathematical software to help, this book provides basi
基于神经网络和模态分析的桥梁损伤识别
- 基于模态分析理论和神金网络的损伤识别算法，包含架构和实际的应用程序说明。(Damage identification program)
桥梁参数识别与承载能力评估
- 基于模态分析的损伤识别理论及应用，涵盖内容全面，包含理论和应用(System identification)
mainforce
- Fortran vumat疲劳损伤，主应力计算(Fortran vumat,Fatigue damage, principal stress calculation)
cohesive element模拟复合材料损伤-VUMAT
- cohesive element模拟复合材料损伤-VUMAT(cohesive element-VUMAT)
uniFiber
- ABAQUS显示分析中实现正交各向异性复合材料渐进损伤本构退化(In ABAQUS explicit analysis, the gradual damage of the orthogonal anisotropic composite materials was achieved)
uniFiber
- 对ABAQUS自带的hanshin渐进损伤准则进行加强的子程序，可用来对三维单元进行渐进损伤的仿真分析(A subroutine for strengthening the Hanshin progressive damage criterion with ABAQUS, which can be used to simulate the progressive damage of three dimensional elements)
idarc2d_7.0
- IDARC_2D_7.0 《钢筋混凝土结构非弹性损伤分析》：美国布法罗大学开发的二维平面杆系分析程序IDARC 2D 7.0程序提供现行较为成熟的结构非线性分析，大量参数可由设计者自行调整，包括时程输入，构件恢复力模型，结构阻尼调整等，详尽的结构输出，包括结构刚度、振型变化，层间作用力，构件、楼层及整体结构的变形、耗能和操作状况等，且该软件已得到相关试验的检验，具有相当的工程参考意义。本压缩包里面，包含了许多实例，非常有用。(A Com
hashin
- -复合材料层压板渐进损伤强度三维hashin(Three dimensional progressive damage strength of composite laminates:3D hashin)
vumat
- 弹塑性损伤本构用于动力学显式分析，可以计算损伤场，残余应力应变(Elastoplastic damage constitutive model for dynamic dynamic analysis)
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)
for
- 在abaqus中通过二次开发子程序的复合材料的损伤仿真分析子程序(Simulation analysis of composite material damage in ABAQUS through two development subroutines)
Simply supported beam
- 对简支梁进行损伤识别的代码，有多种算法和完整程序注释(Code for damage identification of simply supported beams)
ABAQUS损伤塑性混凝土模型_inp
- ABAQUS损伤塑性混凝土模型，关于在ABAQUS中进行混凝土本构关系的描述(ABAQUS Damage Plastic Concrete Model, Descr iption of Constitutive Relation of Concrete in ABAQUS)
vumat
- VUMAT子程序，做复合材料渐进损伤分析(VUMAT subroutine, do composite progressive damage analysis)
uniFiber
- 采用三维hashin失效准则，判断复合材料渐进损伤(Judge progressive damage of composite material)
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.)
钢筋混凝土应力应变关系计算软件
- 用于求解abaqus大型有限元软件混凝土损伤应力应变关系(Stress-strain relationship of concrete damage in ABAQUS finite element software)
UMAT子程序详解-材料初始失效准则及损伤演化准则
- ABAQUS二次开发—材料初始失效准则及损伤演化准则(criteria for initial failure and damage evolution of materials)
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