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n2
- FLAC平台上计算邓肯张模型的实例。五次加载五次卸载
duncan-1
- ABAQUS在岩土工程中的应用》-费康中邓肯模型中第一种积分算法程序-ABAQUS in geotechnical engineering " - Duncan model Fécamp first program integration algorithm
duncan-2
- ABAQUS在岩土工程中的应用》-费康中邓肯模型中第二种积分算法程序-ABAQUS in geotechnical engineering " - charges the second model of health in the Duncan program integration algorithm
duncan-3
- ABAQUS在岩土工程中的应用》-费康中邓肯模型中第三种积分算法程序-ABAQUS in geotechnical engineering " - Fécamp third of Duncan model program integration algorithm
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
EB-87
- Adina中邓肯E-B模型的二次开发，可用于土石坝计算-Adina Duncan EB model secondary development can be used for embankment dams calculated
2D-Ducan-Zhang-UMAT
- 基于ABAQUS UMAT的二次开发的二维邓肯-张本构模型-A program for 2-D Ducan-Zhang model based on ABAQUS UMAT
3-D-Ducan-Zhang-UMAT
- 基于ABAQUS UMAT二次开发的三维邓肯-张本构模型-A program for 3-D Ducan-Zhang model based on ABAQUS UMAT
Duncan---Chang-model-ansys-
- 基于ansys的邓肯张模型二次开发程序，计算一次就修改一次弹性模量的算法-ansys second program dengkun-chang model
IMPROVED--E-B-MODEL-program
- ansys中使用改进邓肯张模型的命令流，-IMPROVED E-B MODEL program for ansys
duncan-1
- 邓肯模型UMAT子程序编写，有10个模型参数，初始状态问题，应力修正问题(The writing of the UMAT subprogram of the Duncan model)
duncan
- 邓肯-张模型二次开发模型，基本增量法的子程序(The two development model of Duncan Chang model)
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