No BSD License
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bcon(K,f,boundary,bval)
bcon(K,f,boundary,bval)
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element(calcstr,x,p,E,A0,A,L0...
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elstruc(charstr,Kt,f,p,Ksprin...
elstruc(charstr,Kt,f,p,Kspring)
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force(x0,p,E,A,L0)
This routine computes the inner force given the displacements
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nr(E,A,A0,L0,z,Ks,boundary,bv...
This is the Newton Rhapson algorithm
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stress(E,x0,p,L0);
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test1b(nrflag)
test1b(nrflag)
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test1c(nrflag)
test1b(nrflag)
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test_stress()
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View all files
MA Crisfield - Nonlinear FEA Ch 3
by Andrew Stein
07 Jul 2006
(Updated 07 Jul 2006)
Matlab version of MA Crisfield's Ch 3 Fortran
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| File Information |
| Description |
A matlab implementation of the fortran code from Ch 3 of Crisfield's introductory boook on nonlinear FEA.
It has not been thoroughly tested, but I think it works. I post this because I was unable to find any nonlinear FEA matlab code for truss structures out there. |
| MATLAB release |
MATLAB 7.0.4 (R14SP2)
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