I can make a linear mechanical finite element code, but I can't make nonlinear because I don't understand that how the master matrix is varying.
See this publication in RG.
Article A NONLINEAR FINITE ELEMENT TOOLBOX FOR STRUCTURAL CONTROL
Get Crisfield's book first!
Hello Ho
Will Suggest book by Prof Bathe
Rgds
R
Thank you.I saw those books.
I can make nonlinear stiffness matrix ,but I can't assemble it.
The matrix have a syms variable and I can't assemble it in matlab software.
Thanks.its helpful....
If your problem is moderately nonlinear, you could use simpler approach by computing:
K(un) un+1 = f,
where un is the previous while un+1 is current iteration.
Hi dear Hossein
Please check
Introduction to Finite Element Analysis using Matlab and Abaqus
Regards
Vahid
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