humbleninja
Aerospace
- Nov 7, 2024
- 5
I need to do a shock analysis on an assembly that can be simplified into a fixed plate with tapped holes, and a cantilevered beam with a flange bolted to the plate. My objective is to find stresses in the bolts and the beam. I am using ANSYS Mechanical to solve this problem. The system is setup as Static Structural (preload bolts) -> Modal -> Response Spectrum.
My question mainly revolves around contacts. In the past, we have setup two models - one with bolts, and one without. The philosophy behind this is that the model without bolts would have a bonded contact between the entirety of the plate and cantilevered beam's flange and be used to find stresses in the beam. The other model has bolts, and has frictionless contact between the plate and beam flange, which would result in the highest stresses in the bolts.
My questions are as follows:
1. Is it appropriate to use two different models to solve for stresses in the beam and bolts? Or can we use one model?
2. Is it appropriate to first solve the frictionless model with bolts to confirm that there is no gapping between the plate and beam flange? If there is gapping, then the bonded model is no longer valid, correct?
My question mainly revolves around contacts. In the past, we have setup two models - one with bolts, and one without. The philosophy behind this is that the model without bolts would have a bonded contact between the entirety of the plate and cantilevered beam's flange and be used to find stresses in the beam. The other model has bolts, and has frictionless contact between the plate and beam flange, which would result in the highest stresses in the bolts.
My questions are as follows:
1. Is it appropriate to use two different models to solve for stresses in the beam and bolts? Or can we use one model?
2. Is it appropriate to first solve the frictionless model with bolts to confirm that there is no gapping between the plate and beam flange? If there is gapping, then the bonded model is no longer valid, correct?