File mtt/lib/examples/Mechanical/Mechanical-1D/Beams/CantileverBeam/CantileverBeam_numpar.txt artifact c6d8e94627 part of check-in af3953deae


# -*-octave-*- Put Emacs into octave-mode
# Numerical parameter file (CantileverBeam_numpar.txt)
# Generated by MTT at Mon Apr 19 06:24:08 BST 1999

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# %% Version control history
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# %% $Id$
# %% $Log$
# %% Revision 1.1  2000/12/28 17:58:27  peterg
# %% To RCS
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# Parameters
N = 21;
BeamLength = 0.58;
BeamWidth = 0.05;
BeamThickness = 0.005;
Youngs = 68.94e9;
Density =  2712.8;
Area = BeamWidth*BeamThickness;
AreaMoment = (BeamWidth*pow(BeamThickness,3))/12;

EI = Youngs*AreaMoment;
rhoA = Density*Area;

dz = BeamLength/N;		# Incremental length
dm = rhoA*dz;			# Incremental mass
dk = EI/dz;			# Incremental stiffness
dr = 0;				# Damping

K = sqrt(EI/rhoA)/pow(BeamLength,2);	# Normalising factor


# EI= 58.6957			# from Reza
# rhoA= 0.7989			# from Reza
 









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