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Recent content by ChellBells
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FEA of hyper-elastic arteries
Thanks for the reply Rob, Unfortunately the errors given within ANSYS APDL can be very unclear to a novice like myself,and lack description. Solving the problem gives no results (or signal of completion) at all. It does however indicate that there are 1-2 'warning' pertaining to the loads...- ChellBells
- Post #3
- Forum: Finite Element Analysis (FEA) engineering
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FEA of hyper-elastic arteries
Hi all, I am attempting to model an artery under internal pressure in ANSYS APDL.. This is my current attempt.. 1. select solid 8 node 183 element type (and specify thickness) 2. select 5 parameter Mooney-Rivlin (for which I have constants) 3. create quarter area model dimensions 4. map mesh...- ChellBells
- Thread
- Replies: 4
- Forum: Finite Element Analysis (FEA) engineering
