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mazar-model_umat
- UMAT in ABAQUS for Mazar s model of concrete damage
compressible
- abaqus umat for concrete constitive law
abaqus-uamt-example
- abaqus umat for concrete constitive law
abaqus-umat-good
- abaqus umat for concrete constitive law
ABAQUS-umat-for-plastic
- abaqus umat for concrete constitve law
CONCRETE-E
- 用于abaqus二次开发vumat子程序，适用于三维梁单元的线弹性模型-Secondary development of abaqus vumat subroutine, be applicable to the linear elastic model of three-dimensional beam element
CONCRETE-P
- abaqus二次开发vumat子程序，适用于三维梁单元的弹塑性本构模型，采用Kent-Park受压应力应变全程曲线-abaqus secondary development vumat routine for three-dimensional beam element constitutive model, using the Kent-Park compressive stress-strain curve of the whole
nonlinearanalysisconcrete-beams
- 主要是讲解了怎样使用abaqus进行钢筋混凝土梁的非线性分析过程-The main course is to explain how to use a nonlinear analysis of reinforced concrete beams carried abaqus
EIJCSE4023
- Modelling Concrete with ABAQUS Explicit under impact vibrations
fric
- ABAQUS子程序模拟混凝土钢筋粘结滑移fric子程序(Abaqus subroutine simulating bond-slip fric subroutine of concrete reinforcement)
User Manual -v2.0
- PQ-Fiber是清华大学土木工程系结构工程研究所潘鹏副教授和曲哲博士基于大型通用有限元程序ABAQUS开发的一组材料单轴滞回本构模型的集合。主要用于在钢筋混凝土结构、钢结构等的弹塑性时程分析中定义杆系结构的材料本构，同时可用于任何需要定义材料单轴滞回本构模型的情况。(PQ fiber is a set of uniaxial hysteretic constitutive models developed by Pan Peng and Dr. Qu Zhe of Institute of s
2010国标C30混凝土本构
- 根据混凝土结构设计规范GB_50010 2010版混凝土应力应变关系曲线得出的abaqus输入参数(The abaqus input parameters derived from the concrete stress-strain relationship curve according to the concrete structure design code GB_50010 2010 edition)