dario__3
Guest
Hello, everyone, I'll put the problem on you.
I modeled with sw simulation a set consisting of a frame a flange and one against flange. The analysis I developed is a linear structural static analysis with perfectly elastic materials. I have three components inside the axieme. in a first analysis I shaped the contacts between the components (two to two in contact with each other therefore in total 2 contacts) with a formulation without computation and coefficient of known friction. I also inserted screw connectors. the axieme is symmetrical compared to a plane therefore I have inserted a bond of symmetry. Congruent quality mesh. I have treated mesh a lot to have few distorted elements and few elements with aspect ratio greater than 5. the mesh has about a million knots with 64000 elements and about 3 million degrees of freedom. calculation time with a direct solutor about 12 hours. the steel mass of the frame in half is around 2.5 tons. I ran the study with the same setting by suppressing all screwed links, all contacts and entering the only global contact. 10 minutes solution time.
Now I wonder if such an important time expansion is mainly due to software that uses non-efficiency algorithms or is inherent in the particular fem model. in other words using another software would I have experienced the same time expansion?
if you need more information do not hesitate to ask.
Thank you.
I modeled with sw simulation a set consisting of a frame a flange and one against flange. The analysis I developed is a linear structural static analysis with perfectly elastic materials. I have three components inside the axieme. in a first analysis I shaped the contacts between the components (two to two in contact with each other therefore in total 2 contacts) with a formulation without computation and coefficient of known friction. I also inserted screw connectors. the axieme is symmetrical compared to a plane therefore I have inserted a bond of symmetry. Congruent quality mesh. I have treated mesh a lot to have few distorted elements and few elements with aspect ratio greater than 5. the mesh has about a million knots with 64000 elements and about 3 million degrees of freedom. calculation time with a direct solutor about 12 hours. the steel mass of the frame in half is around 2.5 tons. I ran the study with the same setting by suppressing all screwed links, all contacts and entering the only global contact. 10 minutes solution time.
Now I wonder if such an important time expansion is mainly due to software that uses non-efficiency algorithms or is inherent in the particular fem model. in other words using another software would I have experienced the same time expansion?
if you need more information do not hesitate to ask.
Thank you.