Albuquerque2021
Structural
- Aug 11, 2021
- 1
Hello friends.
I'm using Diana FEA software to simulate a set of flat slabs, at first I was having good results, but looking at the image below it's possible to see a distortion in the mesh I adopted. I would like to know if any forum member has any solution to make this mesh more optimized, since I would like to leave it refined only in the region close to the pillar, even to reduce the computational cost.
*In the image the slab panel is rectangular with 1.5m side and the finite elements are solid type with 20 nodes, specifically CHX60.
Grateful for the attention.
I'm using Diana FEA software to simulate a set of flat slabs, at first I was having good results, but looking at the image below it's possible to see a distortion in the mesh I adopted. I would like to know if any forum member has any solution to make this mesh more optimized, since I would like to leave it refined only in the region close to the pillar, even to reduce the computational cost.
*In the image the slab panel is rectangular with 1.5m side and the finite elements are solid type with 20 nodes, specifically CHX60.
Grateful for the attention.