搜索资源列表
AXIQUAD
- 用有限单元法计算梁杆构件,工程中的有限元方法.-using finite element method beam components, engineering the finite element method.
beammatlab
- 将梁分成9个单元，在中间受力，建立整体的刚度矩阵，建立整体模型。-The beam is divided into nine units, in the middle forces, the establishment of the overall stiffness matrix, the establishment of the overall model.
beamdeflection
- 可以计算两端固定的平面梁的挠度，当划分的单元越多时，梁的挠度值逐渐趋于稳定 -Can calculate the plane beam fixed at both ends of the deflection, when the division of the more units for some time, beam deflection gradually stabilized
ansysfenxi
- 该C程序是南京航天航天大学在读期间编写的有限元程序，分析了复杂梁杆单元受力下的变形，给出了每个节点的应力和应变-The C program is the Space and Astronautics, Nanjing University of Reading during the preparation of the finite element program to analyze a complex truss beam unde
FEMproject1
- 固体力学的大作业，有限元法计算阶段梁，包括了计算单元应力。-Finite Element Method matlab program, an example of 1D step beam element. Including calculation of elemental stress.
work4_3
- function work4_3 本程序为有限元导论作业4，采用4个4节点矩形单元计算平面悬臂梁A点的挠度-function work4_3 Introduction to the finite element program for the operation 4, using four 4-node plane rectangular element calculation of the deflection of cant
viscocylinder_cax4i_static
- 静态粘性梁计算模型，采用轴对称四个节点单元。-viscocylinder cax4i static
viscosylinder
- 梁的粘性材料用户子程序开发，采用四节点轴对称单元。-ABAQUS subroutine for viscous elastic beams using 4-node axisymetric element
Q8_simplified
- 梁在横向荷载作用下的挠度曲线和应力分布，matlab实现的有限元程序，单元为8结点等参元 将matlab工作目录设为解压后的文件夹 依次执行 main postprocessing 两条命令-matlab program for FEA
Isoparametric_elements
- 等参单元在MATLAB环境下的运行，用等参单元模拟了梁的振动-Isoparametric elements run in the MATLAB environment, using isoparametric elements to simulate the vibration of the beam
equ
- 计算悬臂梁A点的挠度，分别采用(a)材料力学的梁理论，(b)8个三角形单元，(c)4个矩形单元和(d)1个8结点等参数单元的方法-Calculate the deflection of the cantilever point A, respectively (a) mechanics of materials beam theory, (b) 8 triangle units, (c) 4 rectangle units and (d
jielibaogao
- 本程序是针对左端铰支，右端固支的连续梁，并且其中的集中荷载是按作用点在单元中点计算。对于初学者可以做为参考。-This program is for the left end of the hinge support right end clamped continuous beam, and the concentrated load action point unit midpoint. Can be used as a refer
MATLAB-FEM-functions
- Matlab有限元函数, 包含杆，梁，三角形，四面体单元的刚度矩阵和组装函数-Matlab Finite Element functions
beam4_solid45
- ANSYS建模solid45，用于建立梁模型并且与beam单元想耦合-The ANSYS modeling SOLID45 used to establish the beam model and beam unit want to coupling
梁的有限元C++程序设计
- 主要是有限元分析，建立梁的模型，对照《有限单元法》这本书学习，事半功倍(It is mainly the finite element analysis, the establishment of beam model, compared with the book "finite element method" study, get twice the result with half the effort)
四节点等参
- 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4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。(It can be used to calculate general linear statics problems. At present, it has designed two kinds of elements: plane beam element
Modalres_nolinar_singlespan
- 梁单元分析，采用matlab编程，采用三维梁单元和模态叠加法实现振动分析(Beam element analysis, using MATLAB programming, using three-dimensional beam element and mode superposition method to realize vibration analysis)
ASI_full_code
- sandberg著作中实例的MATLAB实现，已对其进行详细的中文注释，对于声振耦合有限元法的初学者大有裨益。(The matlab implementation of the example in Sandberg's works has been annotated in detail in Chinese, which is of great benefit to the beginners of acoustic vibrati
beam_example_2_submit
- 应付ANSYS作业用的，采用MATLAB计算梁单元模型的一个例题(For ANSYS work, beam model calculation)
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- 用matlab语言编写三节点梁单元程序，并与abaqus矩形单元，六节点三角形单元仿真结果做了对照，加深对FEM的理解。(The program of three node beam element is written in MATLAB language, and the simulation results are compared with those of ABAQUS rectangular element and six