antera
Nuclear
- Jul 9, 2004
- 2
Hello,
I'm new to Pro/M and this forum so please point out any mistakes I'm making.
The problem I'm having is in using Pro/M to analyze stress on a unit cell of a plate heat exchanger. My boss suggested imposing flat rigid symmetry boundaries on 6 faces of the unit cell then moving each boundary around until the stress on each face is equal to the average stress environment that the actual part would be in. Correct me if I'm wrong but Pro/M takes a set of constraints, impose a set of load then calculate the stress. It starts out by calculating the strain from the loads, then the stress from the strain. What I have to do is impose constraints and the amount of strain on one face. Does Pro/M allow me to do that?
In case I confused everyone, what I'm basically doing is I take a unit cell, put rigid flat faces over all 6 sides, and compress the rigid faces to simulate the ambient pressure of the actual part.
Anybody have experience with this or knows how, or if it can be done in Pro/M?
I'm new to Pro/M and this forum so please point out any mistakes I'm making.
The problem I'm having is in using Pro/M to analyze stress on a unit cell of a plate heat exchanger. My boss suggested imposing flat rigid symmetry boundaries on 6 faces of the unit cell then moving each boundary around until the stress on each face is equal to the average stress environment that the actual part would be in. Correct me if I'm wrong but Pro/M takes a set of constraints, impose a set of load then calculate the stress. It starts out by calculating the strain from the loads, then the stress from the strain. What I have to do is impose constraints and the amount of strain on one face. Does Pro/M allow me to do that?
In case I confused everyone, what I'm basically doing is I take a unit cell, put rigid flat faces over all 6 sides, and compress the rigid faces to simulate the ambient pressure of the actual part.
Anybody have experience with this or knows how, or if it can be done in Pro/M?