mn403
Mechanical
- Apr 4, 2007
- 3
Hi,
I am currently trying to model a basic building structure in ANSYS. The model will then be used to analyse the response under earthquake loading.
I have decided to model the floors using SOLID45 elements.
In my model I have two adjacent plates (1 smaller one placed on another larger 1, and in my actual test rig they are connected by bolts.
Question 1: Is the most practical way of modeling the bolt connection through coupling the nodes incident at the bolt position?
Question 2. How would you do that? (I have read that you do it through the CP command), but i don't know much more. Is there a way to do it through GUI? and if so how?
Many thanx
I am currently trying to model a basic building structure in ANSYS. The model will then be used to analyse the response under earthquake loading.
I have decided to model the floors using SOLID45 elements.
In my model I have two adjacent plates (1 smaller one placed on another larger 1, and in my actual test rig they are connected by bolts.
Question 1: Is the most practical way of modeling the bolt connection through coupling the nodes incident at the bolt position?
Question 2. How would you do that? (I have read that you do it through the CP command), but i don't know much more. Is there a way to do it through GUI? and if so how?
Many thanx