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Cantilever Beam Analysis

version 1.1 (115 KB) by

Numerically solve the large deflection Euler–Bernoulli beam equation

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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)

bernia

bernia (view profile)

tao song

can not work

错误使用 axes
输出参数太多。

出错 beamPop>plotAll_Callback (line 412)
ax=axes(figure);

出错 gui_mainfcn (line 95)
feval(varargin{:});

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

adz

adz (view profile)

Updates

1.1

Name change

MATLAB Release
MATLAB 8.4 (R2014b)

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