dorios
Mechanical
- Feb 8, 2004
- 8
Hi,
I am modelling (FE) a floating roof (crude oil tank). The roof floats on a fluid of 225,000 psi.
I would like to avoid representing the fluid using hex/brick elements and therefore thought that I could translate this buylk modulus into an axial stiffness and put underneath the roof a series of springs to represent the fluid. I don't see how the stiffness of such a spring can be calculated.
Alternatively, I could discretise the fluid using hex elements and give elastic properties (bulk modulus instead of Young, and a Poisson's of 0.48-0.49 to make this material incompressible ).. fully poisson's of 0.5 would make an elastic stiffness matrix singul;ar, numerical problems etc... I am not interested in the fluid but rather in the resistance (stiffness ) that it produces on the roof. any ideas?
thanks
I am modelling (FE) a floating roof (crude oil tank). The roof floats on a fluid of 225,000 psi.
I would like to avoid representing the fluid using hex/brick elements and therefore thought that I could translate this buylk modulus into an axial stiffness and put underneath the roof a series of springs to represent the fluid. I don't see how the stiffness of such a spring can be calculated.
Alternatively, I could discretise the fluid using hex elements and give elastic properties (bulk modulus instead of Young, and a Poisson's of 0.48-0.49 to make this material incompressible ).. fully poisson's of 0.5 would make an elastic stiffness matrix singul;ar, numerical problems etc... I am not interested in the fluid but rather in the resistance (stiffness ) that it produces on the roof. any ideas?
thanks