Description: 介绍利用AFEPack求解自适应有限元的基本使用方法. 其输入参数为利用easymesh对区域进行剖分后的得到的文件.-AFEPack introduce the use of adaptive finite element to solve the basic usage. Its input parameters for the use of easymesh region after the partition of documents. Platform: |
Size: 3072 |
Author:崔峰 |
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Description: EM@matlab是一个有限元工具包，适用于静力和偏微分方程的演变-AFEM@matlab is a MATLAB package of adaptive finite element methods
(AFEMs) for stationary and evolution partial differential
equations in two spatial dimensions Platform: |
Size: 273408 |
Author:晁忠贵 |
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Description: 自适应有限元子程序，用来求解不同边界条件（第一类和第二类）的拉普拉斯方程-Adaptive finite element subroutine, used to solve different boundary conditions (first and second class) the Laplace equation Platform: |
Size: 6144 |
Author:icer |
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Description: 自适应有限元求第一类和第二类边界条件的拉普拉斯方程子程序-Adaptive finite element seeking first and second boundary conditions Laplace Fang Chengzi program Platform: |
Size: 5120 |
Author:icer |
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Description: 自适应有限元求解第一类和第二类边界条件的拉普拉斯方程的相关子程序-Adaptive finite element solution of the first and second boundary conditions related to the Laplace equation subroutine Platform: |
Size: 3072 |
Author:icer |
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Description: 自适应有限元求解第一类和第二类边界条件的拉普拉斯方程的相关子程序-Adaptive finite element solution of the first and second boundary conditions related to the Laplace equation subroutine Platform: |
Size: 2048 |
Author:icer |
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Description: 复合材料的优化,内容里边有很好的描述以及很多的计算实例,适合进阶学习-Objective of this Matlab s program was researched optimization analysis of laminated composite plates for determined the ultimate strength and stress effects of plate s under the regular and uniform out-loads. Therefore, generally Reissner s flat and thick shell finite element model (4Node-20Dof) was developed with first-order shear deformation theory (FSDT).
Kirchhoff s classical laminate plate theory yields in adequate results for thick plates (a/th<20). This classical laminated plate (CLPT or CPT), was one of the first developed by Reissner with shear deformation theory. Afterwards, Mindlin was utulizated this shear deformation theory to accommodate rotary of inertia terms on per unit freedom. If this plate system s be very thick (a/th<10) than it is fail to shear deformation-motion and it s condition of adaptive shear stress on plate s top and bottom surface.
While this conditions was produced on plate s segment when requered the shear correction factor of shear locking eff Platform: |
Size: 857088 |
Author:陈浩 |
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Description: 3D direct current resistivity modeling with unstructured mesh by adaptive finite-element method Platform: |
Size: 493568 |
Author:liping |
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Description: 一维自适应有限元算法，根据理论推导的后验误差估计，更新步长，不断的迭代，特别适用于有边界成或者间断解的情形，适合数值计算的初接触者-One-dimensional adaptive finite element algorithm, based on theoretical derivation of a posteriori error estimation update step, continuous iteration, especially for border into or situation Discontinuous Solutions, the early numerical calculation contacts Platform: |
Size: 2048 |
Author:shs3701001 |
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Description: AFEM@matlab is a MATLAB package of adaptive finite element methods (AFEMs) for stationary and evolution partial differential equations in two spatial dimensions. It contains robust, efficient, and easy-to-follow codes for the main building blocks of adaptive finite element methods. Platform: |
Size: 282624 |
Author:reeza |
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