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examjisuan
- 在matlab平台上利用有限元分析方法计算平面梁的变形与应力-Platform in matlab calculated using the finite element analysis of deformation and stress plane beam
1DFD_DVS
- 利用位移-速度-应力交错网格有限差分方法进行一维粘弹性介质地震波场生成和模拟，对于做波场模拟的同学有很好的参考价值，更详细的介绍见英文描述。-The Fortran95 Computer Code for Finite-Difference Numerical Generation and Simulation of a 1D Seismic Wavefield in a 1D Heterogeneous Viscoelastic Medium Using the Displacement-Ve
matlab
- 有限元分析平面问题的小孔应力集中问题的程序，希望有用，我就TM下个程序，这么麻烦-Holes stress concentration problem of the plane problem of the finite element analysis program, and hope I TM next program, so the trouble
TriAngle_Plane_Stress
- 平面三节点单元应力分析，有中文解释各个步骤哦-Plane three-node element stress analysis
matlab-finite-element-analysis
- 在matlab这个平台上对平面，立体等单元进行有限元力学分析-Finite element stress analysis in the the matlab platform on the plane, three-dimensional unit
FEP2
- FEP2程序是一个具有通用性的教学程序，可用于计算一般的线性静力学问题。目前它已设计了平面梁单元与平面3-9个节点的两种单元，但留下接口，可以接入所设计的其他类型的单元。该程序可以处理多种工况、多种类型单元组合结构问题。同时，还可以处理固定约束和指定位移的情况。其主控程序的功能主要有以下几点：（1）内存分配；（2）网格生成；（3）变带宽存储设置；（4）单刚的形成与组集；（5）刚度矩阵的分解；（6）形成节点载荷；（7）形成与组集单元载荷；（8）求解位移；（9）求单元应力；（10）求解结构反力。在F
code_exp
- UMAT for plane strain and axial symmetry for elastic, linear strain hardening plastic behaviour using explicit integration with continuum Jacobian, using ABAQUS stress and strain quantities. Suitable for large deformations
wall-analyzed-in-ansys
- ansys对挡墙进行分析。通常挡土墙都比较长，可按平面应变问题考虑，如此其计算模型相对较小。在考虑其相互作用时，也涉及确定合适的土体尺寸问题。与桩土问题类似，也需要根据计算结果确定合适的土体尺寸，一般根据边界土体应力确定即可。 -ansys on the wall for analysis. Usually longer than the retaining wall, according to plane strain problem considered, so the calculat
anysy_study-case
- 【高级建模算例1】椭圆形带孔平面的自适应分析【高级建模算例2】 带孔方板应力集中的子模型分析 【高级建模算例3】多工况载荷下的静力拓扑优化-Example 1 [count] Advanced Modeling Adaptive oval perforated plane analysis [2] Advanced Modeling examples perforated side panels sub-model analysis of stress concentration [3] adv
umat42v
- mises屈服准则 和 切割平面方法 以及应力更新-mises yield criterion and cutting plane methods, and stress update
tubular_X
- This paper summarizes the numerical investigation the fatigue crack propagation in CHS X-joints under constant amplitude brace in-plane bending, in parallel with the experimental investigation reported in the companion paper. The finite element p
tri-element
- 计算平面三角形单元应力在集中力荷载作用下的应力分布情况-to calculat the plane triangle element s stress
UMATPS85
- 横向拉应力和平面剪应力的损伤模型umat-Damage Model umat plane transverse tensile stress and shear stress
square
- 基于MATLAB的有限元分析 四节点平面的应力位移分析(Stress and displacement analysis of four node plane based on MATLAB finite element analysis)
trussfem
- 该matlab程序为平面桁架的有限元分析程序，输入节点，单元，载荷信息就可以得到节点位移，节点荷载以及单元位移，内力，应力等结果。对刚度矩阵采用的方法是对角元乘大数法。程序注释文字清楚，准确。(The matlab program is a finite element analysis program for plane truss. The input node, element and load information can be used to get the results of n
矩形板(8-1)位移
- 平面8节点单元类，可以输出单元的刚度，并可通过形函数插值得到内部各点得位移、应力等。对各位以前编写的程序的一个补充和完善吧。(plane eight-unit category, the output unit stiffness, through the shape function can be interpolation points in the internal displacement and stress. Right before you and the procedure fo
plate
- 计算二维薄板应力与应变，采用平面四节点板单元，精度较高。(The stress and strain of two dimensional thin plate are calculated. The plane four node plate element is used to calculate the stress and strain of the plate.)
Finite_Element
- 对平面桁架进行应力分析，位移分析等~基于matlab编写，运行ptruss.m文件即可(The stress analysis of the plane truss, the displacement analysis and so on are written based on MATLAB, and you can run this program by running ptruss.m)
pave
- 本程序将沥青路面简化为平面应变问题，计算标准轴载作用下，路面结构层应力。(In this program, the asphalt pavement is simplified as a plane strain problem, and the stress of the pavement structure is calculated under the action of the standard axle load.)
umat
- 黄永刚所编写的晶体本构子程序。将单晶塑性力学引进 ABAQUS 有限元程序的材料用户子程序， 包含了小变形理论和严格的有限应变和旋转理论的描述。单晶体非弹性变形源于晶面滑移，在这里假定它符合施密特法则。 滑移系中分解剪切应力和应变之间的各种自身的和潜在的强化关系在子程序中以选项的方式出现和引入(The crystal constitutive subroutine written by Huang Yonggang. The single-crystal plastic mechanics wa