jacasalr
Materials
- Feb 28, 2020
- 27
Hello everybody,
I am analyzing a tank (polymer concrete) that has a particular geometry with 4 supports (legs). These legs are simple supported to foundations so I have been wondering how to properly constraint this structure in the vertical direction, especially because a zero constraint in this direction would result in unreal tension stresses at the supports.
I have recently used gap elements by copying nodes on the bottom surface of the supports and then connecting them through the closest link function of Femap with NX Nastran. However, I have read recently that, when using gap elements, I should activate the option "Gap as contacts" in the Bulk Data Option of Nastran Static Solver. Could you guys please tell me your opinions about using gap elements to constraint a simple supported structure? Also your experience and/or comments about how to properly use them in Femap/NX Nastran would help me a lot.
Thanks in advance.
I am analyzing a tank (polymer concrete) that has a particular geometry with 4 supports (legs). These legs are simple supported to foundations so I have been wondering how to properly constraint this structure in the vertical direction, especially because a zero constraint in this direction would result in unreal tension stresses at the supports.
I have recently used gap elements by copying nodes on the bottom surface of the supports and then connecting them through the closest link function of Femap with NX Nastran. However, I have read recently that, when using gap elements, I should activate the option "Gap as contacts" in the Bulk Data Option of Nastran Static Solver. Could you guys please tell me your opinions about using gap elements to constraint a simple supported structure? Also your experience and/or comments about how to properly use them in Femap/NX Nastran would help me a lot.
Thanks in advance.