hany_333's blog

cantilever column

Submitted by hany_333 on Mon, 2010-08-30 12:03.

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


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analysis for large deflection

Submitted by hany_333 on Sat, 2010-08-28 05:35.

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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i want help to get cracks and strains in r.c columns

Submitted by hany_333 on Thu, 2010-08-26 09:37.

Hello all,I am an M.S student, my subject in modelling of high strength concrete column under eecentric loading.


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help about secnd order effect in columns

Submitted by hany_333 on Wed, 2010-08-25 12:18.

ello all,

I am an M.S student, my subject in modelling of high strength concrete column under eecentric loading. I made a model of reinforced

 concrete column with in ANSYS by solid65 to represent concrete and link8 for steel.

My model is 200*200*4000 mm, i choose multi., conc.,and elastic linear for concrete, closing crushing for it, for steel bilinear, elastic.

Slenderness ratio (l/d)=20 Although Using large displacement analysis option, model give me very small displacement (less than


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Heip to get second order effect in reinforced concrete column

Submitted by hany_333 on Wed, 2010-08-25 12:09.

Hello all,


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