Consistent mass matrix

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Marco Faggella 2
Posts: 29
Joined: Fri May 13, 2005 5:36 am

Consistent mass matrix

Post by Marco Faggella 2 » Fri May 13, 2005 5:43 am

Dear all,

has consistent mass matrix been implemented in any element?

i've seen nonlinear elements have a $massDens entry which is used to form a lumped mass matrix

Boris
Posts: 95
Joined: Mon Jun 14, 2004 3:57 pm
Location: UC Davis

consistent mass matrix

Post by Boris » Fri May 13, 2005 6:06 am

We (almost) exclusively use consistent mass matrix in 8, 20, 27 node brick, (for both single phase and coupled analysis).

There used to be a bug/feature somewhere in there (I can dig it out) which would only use diagonal members of mass (assuming lumped mass I guess) even if you supply the consistent one... as for beams, not sure, try making a small test, linear beam, displacement based is a actually a closed form solution for beam theory (l'Hermite polinomials are not chape functions, they ARE the solution to diff. eq.) and then compare with closed form solution for say vibrations of a continous cantiliver...


Boris

cctvcctv
Posts: 48
Joined: Mon Apr 04, 2005 9:45 pm
Location: UC Irvine-Utah State University

Post by cctvcctv » Fri Jun 03, 2005 1:46 pm

So, No consistent mass command available?

it should be included in OpenSees

Boris
Posts: 95
Joined: Mon Jun 14, 2004 3:57 pm
Location: UC Davis

we do use consistent mass

Post by Boris » Wed Jul 06, 2005 9:23 am

We do use exclusively consistent mass in all our solids (bricks with 8, 20, 21, 27 nodes)...

Boris

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