End Cap Pressure Simulation
End Cap Pressure Simulation
(OP)
Hi all, I'm new to the forum and SW Simulation so please help me on this.
In our company we use very often custom made end caps for hydrotest purposes of boiler equipment. I've attached a cross section for the most common type we use. We have to calculate the thicknesses of these end caps so they won't fly away during the hydrotest with pressure reaching 300 bar. This partucilar end cap can withstand 250 bar (tested in practice!). The thickness is calculated by hand and it's working. I want now to use solidworks simulation to optimize and upgrade our calculations. I've modeled the cap and started study. The cap is fixed on the right open face and I've applied pressure type external load 250 kgf/cm^2 which is about 250 bar. The results show max. von mises stress sagnificantly above the yield strenght of a typical boiler building materials. What I've noticed is that the area with the highest stress is on the surface (the section view shows no red areas in depth). Even though the stress is above yield strenght and therefore the cap should fail (which it doesn't in practice) according the simulation results. So what am I doing wrong? Has anybody expirience with similar models?
In our company we use very often custom made end caps for hydrotest purposes of boiler equipment. I've attached a cross section for the most common type we use. We have to calculate the thicknesses of these end caps so they won't fly away during the hydrotest with pressure reaching 300 bar. This partucilar end cap can withstand 250 bar (tested in practice!). The thickness is calculated by hand and it's working. I want now to use solidworks simulation to optimize and upgrade our calculations. I've modeled the cap and started study. The cap is fixed on the right open face and I've applied pressure type external load 250 kgf/cm^2 which is about 250 bar. The results show max. von mises stress sagnificantly above the yield strenght of a typical boiler building materials. What I've noticed is that the area with the highest stress is on the surface (the section view shows no red areas in depth). Even though the stress is above yield strenght and therefore the cap should fail (which it doesn't in practice) according the simulation results. So what am I doing wrong? Has anybody expirience with similar models?
RE: End Cap Pressure Simulation
RE: End Cap Pressure Simulation
So is there a way to plot the average stress across a section? I tried with directional stress values along axis "SZ", but I'm not sure this is what I'm looking for. I'm asking just to get some experience with SW simulation.
RE: End Cap Pressure Simulation
I would also recommend checking for mesh convergence as the contours in the model seem a little haphazard for axisymmetric results that should produce smooth contours in the circumferential direction.
RE: End Cap Pressure Simulation