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Nonnlinefemforsoil
- 1.本程序为平面变形问题非线性有限元程序,可用于计算土坝、地基、挡土墙或地下结构的应力和变形。 2.土的非线性应力--应变关系采用邓肯双曲线模式 另一个弹性常数可有两种选择: (a)切线泊松比: (b)切线体积模量: 3.解题方法为中点增量法,考虑到每级加荷的两次计算所得的弹性常数对某些单元可能相差较大,而实际可能处于这两者之间,因此取两者的某种加权平均值作为修正的计算弹性常数,其中初始弹性常数取权为1/4,中点弹性常数取权为3/4,以反映平均结果接近中点弹性常数。
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-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.
jakarta-regexp-1.5
- Ant is a build system that was developed for the Jakarta Tomcat project and was used internally at Sun. It was originally developed by James Davidson <duncan@eng.sun.com> and has been extended by others including myself. When Jakart
a
- Problem A: Pouring Water-I guess that everybody can play this game: There are two buckets(水桶). Bucket 1 has the capacity X and bucket 2 has Y liters(升). Then you are asked to measure Z liters of water in one of the two buckets, using the three operat
duncan-1
- 邓肯张1 ABAQUS在岩土工程中的应用中的第一种邓肯张子程序-1 ABAQUS in geotechnical engineering applications in the first Duncan Duncan Chang Chang subroutine
duncan-1
- 基于基本增量法duncan-chang本构模型-Duncan-chang 3D constitutive model
duncan-1
- 用于岩土有限元计算的Duncan-zhang模型(Duncan-zhang model for the finite element calculation of rock soil)
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-1
- ABAQUS子程序，邓肯张EB模型子程序代码,可直接使用(It is a ABAQUS umat for Duncun-ZHANG constitutive model)