User login


You are here

cantilever column

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 software is ANSYS

thanks for all,

for contacting or sending any information my e-mail

best wishes.

hany ghazalah


Wenbin Yu's picture



Your problem can be properly analyzed with a cross-sectional tool like VABS to get the beam constants plus a geometrical nonlinear beam code like GEBT allowing you put your reference axis any where.

Subscribe to Comments for "cantilever column"

Recent comments

More comments


Subscribe to Syndicate