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框架有限元程序,采用两节点平面梁单元,精度较高(The frame finite element program employs two node plane beam element with high accuracy)
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以三角形网格为实例,采用有限元法计算悬臂梁的应力分布(Taking the triangular mesh as an example, the stress distribution of the cantilever beam is calculated by the finite element method)
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可以求解带有滚动轴承的欧拉梁结构,根据有限元相关文献计算有限元矩阵,轴承为二自由度简单轴承模型(The Euler beam with rolling bearing can be solved, and the finite element matrix is calculated according to the related literature of the finite element. The bearing is a simple bearing model with two d
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以悬臂梁为例,用有限元法编程生成质量矩阵和刚度矩阵(采用平面梁单元,单元数在10到30之间)。
使用matlab的用于广义特征值问题分析的函数(eig(A,B,'chol'),该命令使用乔莱斯基分解的方法,计算对称矩阵A和对称正定矩阵B的广义特征值问题。A对应刚度矩阵,B对应质量矩阵)计算梁的前三阶固有频率和振型,计算得到梁的前三阶固有频率和振型,并画出振型图。(Taking cantilever beam as an example, the mass matrix and stiffness
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Matlab编写的梁杆单元的有限元分析,分析应力、应变。(The finite element analysis of beam column element written in Matlab is used to analyze stress and strain.)
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BeamElementmm 为生成二维平面梁单元的一致质量矩阵
BeamElementStiffness 为生成二位梁单元刚度矩阵
BeamElementStiffness 为组装刚度矩阵和质量矩阵的程序
本程序可以进行有限元模型修正和结构损伤识别,优点是基本解决了测量信息有限的问题。(BeamElementmm is a consistent mass matrix for generating two-dimensional planar beam elements
BeamEleme
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基于梁单元的有限元分析函数,需要自定义节点并组装(Finite element analysis function based on beam element)
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计算梁单元、杆单元、平面单元等的有限元数值模拟代码。初学者非常适用。(Finite element code for calculating beam element, rod element, plane element, etc.Great for beginners.)
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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)
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悬臂梁有限元matlab程序,使用三角形三节点单元计算结构响应(Cantilever beam finite element matlab program for calculating structural response using triangular three-node element)
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还不错的求解有限元方法求解悬臂梁的振动问题。(It is not bad to solve the vibration problem of cantilever beam by finite element method.)
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四杆桁架结构的有限元分析(Bar2D2Node);
三梁平面框架结构的有限元分析(Beam2D2Node);
基于3节点三角形单元的矩形薄板分析(Triangle2D3Node);
基于4节点四边形单元的矩形薄板分析(Quad2D4Node);
基于4节点四面体单元的空间块体分析(Tetrahedron3D4Node);
基于8节点六面体单元的空间块体分析(Hexahedral3D8Node);(Finite element analysis of four bar truss str
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