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应用matlab进行梁单元的内力与位移计算,内力包括轴力,剪力,力矩-Application matlab to beam element internal force and displacement calculations, internal forces, including axial force, shear, moment
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原创链杆法程序,用于弹性地基梁力和位移的计算。-The original chain bar method for elastic foundation beam force and displacement calculation.
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c++代码,实现字符串的旋转,使用蛮力移位和三步反转两种方法实现-c++ code that implements the rotation of the string, use brute force and displacement are two ways to achieve three-step reverse
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带缺口梁的屈曲分析。一带缺口的梁,一端受压确定其临界载荷.梁尺寸10×10×300,缺口尺寸10×4×10,受力Fz=5000N.
得位移 载荷如下:得临界载荷Fcr=3606.74N-Buckling analysis notched beam. Notch beam along one end of compression determine the critical load beam size 1010300, 10410 gap size, the force Fz = 5000N
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悬臂梁一端固定,一端受大小为1000N的力。t=0时自由端的力突然放去。求:1梁的模态。2运用NEMARK直接积分法求梁的自由端的垂直于梁轴线方向的位移响应曲线。-One end of the cantilever beam fixed, one end by the size of the force of 1000N. T=0 when the free end of the force suddenly put. Seeking: 1 beam mode. 2 using NEMARK d
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模態參數識別法裡的複模態指示函數法,利用Newmark法,在各自由度分別加入脈衝力,並假設初始狀態為靜止,得到位移、速度及加速度之時域響應-Modal parameter identification method in the Complex mode indicator function method using Newmark method, the degree of freedom in the impulsive force were added, and assuming that
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为了实现电镜拉伸台高精度载荷大的要求,针对拉伸台电机和位移、力传感器设计了相应的驱动和处理电路,采用 NI-USB6363 采集卡实现对信号的接收并通过 LabVIEW 程序进行处理和反馈控制。 实验结果表明,该控制系统能够完成电镜拉伸台的精度要求。-In order to realize the high precision and large load of the electron microscope,the motor drive and sensor signal processin
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模拟压装轴承时的压力和位移曲线,计算最大压入力,为设计压装轴承设备的工具-The simulation presses the bearing when the pressure and the displacement curve, calculates the maximum press-in force, for the design presses installs the bearing equipment tool
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考虑一个平面应力问题,如图所示,假设厚度h 1,材料为各项同性,杨氏模量为E 1,泊松比v 0,相关力和位移边界条件如图中所示,问题左端为固定约束。试用两个三角形单元分析此问题。试求问题各节点位移u、v和应力σ_x、σ_y和σ_xy。-Consider a plane stress problem, as shown, assuming thickness h 1, the material is homogeneous, Young s modulus E 1, Poisson s r
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有限元编程,本程序包含四个子程序,其主要功能分别是:
void matmat void matvec
调用结点及单元信息判断并循环形成总刚
double matvec double gs
调用结点位移及结点信息和对应单元信息,回代求出并输出单元杆端力
-Finite element programming, the program contains four subroutines, the main functions are:
Void matmat void
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利用Fortran语言求解2d桁架的内力值和位移-Using Fortran Language to Solve the Internal Force Value and Displacement of 2d Truss
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有限元编程,桁架结构,组装刚度矩阵,力法,位移法(Finite element programming, truss structure, assembly stiffness matrix, force method, displacement method)
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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
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运用矩阵位移法解决特定刚架(含桁架杆和梁式杆)挠度内力问题(The matrix displacement method is applied to solve the specific deflection internal force problem)
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计算平面钢架的节点位移与内力(Calculation of the nodal displacement and internal force of a plane steel frame)
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提供一种计算杆件内力和位移的matlab有限元算法(A finite element method for calculating the internal force and displacement of the bar provided.)
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提取Abaqus结果文件ODB中相应力和位移,适合批处理(Extract force and displacement result of Abaqus ODB, especially for batch processing)
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