consider large deformation for compression only material

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xieyazhou
Posts: 11
Joined: Wed Jan 09, 2013 8:43 pm
Location: ucla

consider large deformation for compression only material

Post by xieyazhou »

Hi All,

I am trying to model the rocking column on rigid base using compression only materials at the rocking interface, I used zero length elements with ElasticPP spring material in the vertical direction. While since it is a large deformation problem, the spring response was not correct. So is there any other element that I can use for the compression only material, while also considers large deformation, e.g. geometrical transformation in beam column elements?

Thanks,
Yazhou
fmk
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Re: consider large deformation for compression only material

Post by fmk »

you could try a corotationalTruss
xieyazhou
Posts: 11
Joined: Wed Jan 09, 2013 8:43 pm
Location: ucla

Re: consider large deformation for compression only material

Post by xieyazhou »

Thanks Frank, I tried the corotation truss element and it works!
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