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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 cantilever A point
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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) 1 8-node element method and
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The program uses a simple algorithm to calculate the deflection at each point of a cantilever beam subjected to arbitrary loading distribution, the program also calculates and plots the bending moment and shear force in the beam.
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这是一个在labview上根据悬臂梁厚，梁长，受力点距固定端的长度，应变片距固定端的长度，以及应变片上的数值来测算梁的最大挠度的程序。-
This is a distance in the labview according thick cantilever beam length, the length of the pitch by the force of the fixed end, the fixed end of the length of the strain gauge an
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材料力学简支梁悬臂梁外伸梁进行剪力弯矩挠度德尔力学分析-The shear moment deflection analysis of Del mechanics material mechanics beam cantilever box girder
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有限元设计,悬臂梁承受荷载的变形情况,有图形显示,-Finite element design, the deflection of the cantilever beam under load, graphic display,
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有限元设计,悬臂梁承受荷载的变形情况,有图形显示,(Finite element design, the deflection of the cantilever beam under load, graphic display,)
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使用模态叠加法求解在基础激励下的悬臂梁端部的挠度(Use the modal superposition method to solve the deflection of the cantilever beam end under fundamental excitation)
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