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analysis for large deflection
Sat, 2010-08-28 01:35 - hany_333
hello all,
i modeled a cantilever column with eccentric loading to simulate half of ordinary column, i get a small displacement at cantilever tip (equals 1/3 of reality,) so i want ahelp a bout updating geometry during analysis in order to getting effect of second order/nonlinear effects due to eccentric load.
thanks for all,
for contacting or sending any information my e-mail address:hany_well70@hotmail.com
best wishes.
hany ghazalah
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software
Hi Hany,
can you be more specific which software you use?
Generally, Comsol and I think also Abaqus have options to turn large deformations on.
Best
Peter
hany ghazalah
hany ghazalah