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Cantilever Beam Analysis

version (115 KB) by Anil Turkkan
Numerically solve the large deflection Euler–Bernoulli beam equation


Updated 31 Aug 2016

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This program with a simple GUI solves the exact Euler–Bernoulli beam equation numerically as a boundary value problem. The analysis takes approximately 30 ms in a standard laptop computer. The user can enter custom cross-section and material properties and can define any loading condition. The solver will find the final deformation of the beam and bending stress information will also be provided.

Comments and Ratings (3)


tao song

can not work

错误使用 axes

出错 beamPop>plotAll_Callback (line 412)

出错 gui_mainfcn (line 95)

出错 beamPop (line 42)
gui_mainfcn(gui_State, varargin{:});

出错 @(hObject,eventdata)beamPop('plotAll_Callback',hObject,eventdata,guidata(hObject))

Error while evaluating uicontrol Callback



Name change

MATLAB Release Compatibility
Created with R2014b
Compatible with any release
Platform Compatibility
Windows macOS Linux

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