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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 load.my software is ANSYS

thanks for all,

for contacting or sending any information my e-mail address:hany_well70@hotmail.com

best wishes.

hany ghazalah

Comments

Wenbin Yu's picture

Hany,

 

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.

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