Topic: Using 10-Node Tetrahedral Elements
Hello everyone,
I’m simulating a hollow-core slab in ATENA GiD, and I can only use tetrahedral elements. However, the failure load in my simulation with regular 4-node tetrahedra is about 170% too high. To address this, I’m considering switching to 10-node tetrahedral elements (CCIsoTetra), as I believe this might provide a more accurate result.
Could anyone guide me on how to implement these 10-node elements and ensure the intermediate nodes are correctly assigned?
Any advice or tips would be greatly appreciated!