C2H5OH
2007-08-15, 10:38
Hello,
I'm a self-educated user of FEM softwares. I use Cosmos/DS or Cosmos/Works. I usually use FEM for linear static analyses, but now I need to simulate hyperelastic polyurethane. I am beginner in nonlinear. I made a simple tension tests on real sample piece of polyurethane.
Maximal stress is 1,625 MPa and elongation is cca 30%
I calculated stress (force/cross-section area) and stretch ratio (epsilon+1) and I got table with 8 parameters. These parameters I used for calculation of two mooney-rivlin coefficients. For poisson's ratio I used 0,495 like for nearly incompressible materials.
But when I simulate tension test - I use force for example 50N, what gave to me 1,25MPa for 40 square mm of cross-section area - I never get the same stress (SX) and maximal displacement (UX) that are in my table from uniaxial tension test.
I know, that my question is probably stupid and I didn't write all necessary parateters to this forum, but can anybody tell me where is problem with testing of mooney-rivlin model and if the normal stress is f.e. cauchy's stress or something like this?
Thanks to everybody, who will spent a time to explain me where is problem
I'm a self-educated user of FEM softwares. I use Cosmos/DS or Cosmos/Works. I usually use FEM for linear static analyses, but now I need to simulate hyperelastic polyurethane. I am beginner in nonlinear. I made a simple tension tests on real sample piece of polyurethane.
Maximal stress is 1,625 MPa and elongation is cca 30%
I calculated stress (force/cross-section area) and stretch ratio (epsilon+1) and I got table with 8 parameters. These parameters I used for calculation of two mooney-rivlin coefficients. For poisson's ratio I used 0,495 like for nearly incompressible materials.
But when I simulate tension test - I use force for example 50N, what gave to me 1,25MPa for 40 square mm of cross-section area - I never get the same stress (SX) and maximal displacement (UX) that are in my table from uniaxial tension test.
I know, that my question is probably stupid and I didn't write all necessary parateters to this forum, but can anybody tell me where is problem with testing of mooney-rivlin model and if the normal stress is f.e. cauchy's stress or something like this?
Thanks to everybody, who will spent a time to explain me where is problem