搜索资源列表
大变形
- 用matlab编写的梁几何大变形程序包括静力和动力程序-using Matlab beam geometry prepared by the large deformation process includes static and dynamic process
SURFACESMATCHINGALGORITHMBASEDONGENETICALGORITHMAN
- 针对基于最小二乘法的ICP 曲面匹配算法难以处理待比较曲面的局部大变形问题, 提出一种改进算 法。即采用遗传算法确定曲面初始相对位置以保证匹配优化结果为全局最优值, 利用ICP 算法匹配结果构造 偏差阈值, 以此阈值过滤点群后再以最小二乘法进行匹配处理, 消除局部大变形影响, 获得合理的变换矩阵。以此变换矩阵变换初始点群再进行误差计算, 从而获得理想的匹配结果-Least square method based on the ICP surface matching algorithm
image_registration
- 性能良好的刚性配准程序，程序能够配准大尺度的刚性形变，有良好的效果，程序中有配准效果图。-A good rigid image registration. it could register images which have large scale deformation. it has the results of registration.
image2
- 这是第二个有关图像配准的重要资料，对于图像配准很有帮助，原文件名为Correction of B0 susceptibility induced distortion in diffusion-weighted images using large-deformation diffeomorphic metric mapping.pdf-This is the second related to the importance of image registration information u
nolinear_one
- 用平面四边形等参单元和罚函数法求解含接触的大变形问题-Quadrilateral isoparametric element with the plane and the penalty function method for solving problems with large deformation contact
Large-Deformation-Measurement-of-digital-image-mat
- 大变形测量数字图像的种子点匹配方法（图像匹配)-Large Deformation Measurement of digital image matching method of seed points (matching)
interactive-large-mesh-editing
- 这是一篇介绍网格交互式编辑的科技报告，对需要做图形学网格变形的非常有用-We propose a method for interactive deformation of large detail meshes. Our method allows the users to manipulate the mesh directly using freely-selected han- dles on the mesh. To best preserve surface details,
ActiveCircle
- 实现在一个对话框里，一个圆从小变大从大变形，并可调整颜色。-Achieved in a dialog box, a circle from childhood larger large deformation, and can adjust the color.
code_imp
- UMAT, FOR ABAQUS/STANDARD INCORPORATING ELASTIC-PLASTIC LINEAR ** ** ISOTROPIC HARDENING. LARGE DEFORMATION FORMULATION FOR PLANE STRAIN ** ** AND AXI-SYMMETRIC ELEMENTS. IMPLICIT INTEGRATION WITH CONSISTENT JACOBIAN -UMAT, FOR ABAQUS/STANDARD IN
visco_beam
- UMAT, FOR ABAQUS/STANDARD INCORPORATING ELASTO-VISCOPLASTICITY WITH LINEAR ** ** ISOTROPIC HARDENING. LARGE DEFORMATION FORMULATION FOR PLANE STRAIN ** ** AND AXI-SYMMETRIC ELEMENTS. IMPLICIT INTEGRATION WITH INITIAL STIFFNESS JACOBIAN - UMAT, F
visco_imp
- UMAT, FOR ABAQUS/STANDARD INCORPORATING ELASTO-VISCOPLASTICITY WITH LINEAR ** ** ISOTROPIC HARDENING. LARGE DEFORMATION FORMULATION FOR PLANE STRAIN ** ** AND AXI-SYMMETRIC ELEMENTS. IMPLICIT INTEGRATION WITH INITIAL STIFFNESS JACOBIAN-UMAT, FOR
Umat_ViscoElasticPlastic_Material
- ABAQUS UMAT code 适用于平面应变，轴对称的黏弹塑性线性应变硬化材料，适用于大变形。-The ABAQUS UMAT code applies to plane strain, axisymmetric viscoelastic plasticity linear strain hardening material, suitable for large deformation.
nolinear
- 用平面四边形等参单元和罚函数法求解含接触的大变形问题-Plane quadrilateral isoparametric elements and the penalty function method for solving large deformation problems with contact
G120216editing
- 一种自由面大变形流动的计算流土力学模型，可以扑捉到破碎波浪-Large deformation of a free surface flow CFD model
Umat_elastic_plastic
- 一个用于大变形下的弹塑性材料模型。希望我的注释能帮助初学者理解-One for large deformation elastic-plastic material model under. I hope my comments can help beginners understand
neigborhoodelemet.tar
- 自然单元法是一种计算介于固体和液体之间大变形形式的力学方法，此程序完整，好用。-Natural element method is a method of calculating large deformation between mechanics between solid and liquid form, this program complete, easy to use.
ALE-and-fluid-structure
- A new Eulerian-Lagrangian coupling algorithm and improved multi-material ALE-capabilities have made LS-DYNA an efficient tool for analyzing large deformation processes, such as bird strike events and forging operations.
nonlinearFEM
- 采用Fortran编写的二维非线性有限元计算程序，内有程序变量说明，可用于计算弯曲梁的大变形-Fortran prepared using a two-dimensional nonlinear finite element program variables within a program descr iption can be used to calculate the bending beam of the large deformation
LargeDeform
- this is a 2d example of nonlinear finite element in large deformation
SR
- 基于有限变形理论——S-R和分解理论，以悬臂梁弹性大变形为例，建立伽辽金无网格法程序。该程序经过修改可以适用于三维弹性大变形问题的数值求解。(Based on the S-R decomposition finite deformation theory, the Galerkin meshless procedure is established by taking the elastic large deformation of the cantilever beam as an examp