Recent content by saikin
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Membrane deflection: theory vs ANSYS
Unfortunately, this trick doesn't work with shell elements.- saikin
- Post #10
- Forum: Engineering and Comp Sci Homework Help
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Membrane deflection: theory vs ANSYS
Right now I feel kind of stupid. Have switched to MKS system of units (it was uMKS before that) which makes pressure range go from (20·10-12 - 20·10-3) MPa to (20·10-6 - 20·103) Pa and got an ideal agreement with theory. Any ideas? I have tried to set the small convergence value for...- saikin
- Post #9
- Forum: Engineering and Comp Sci Homework Help
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Membrane deflection: theory vs ANSYS
minger, they both have the deltim,1/200,1/1000,1/10 specified. Here is the new mesh with BCs.- saikin
- Post #8
- Forum: Engineering and Comp Sci Homework Help
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Membrane deflection: theory vs ANSYS
Mapes, probably I am still confused, but the ANSYS manual says: Substeps are points within a load step at which solutions are calculated. You use them for different reasons: - In a nonlinear static or steady-state analysis, use substeps to apply the loads gradually so that an accurate...- saikin
- Post #6
- Forum: Engineering and Comp Sci Homework Help
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Membrane deflection: theory vs ANSYS
Hi Mapes, thank you for the welcome. Changing the automatic time stepping to deltim,1/1000,1/2000,1/20 doesn't make any difference. Or am I getting you wrong?- saikin
- Post #3
- Forum: Engineering and Comp Sci Homework Help
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Membrane deflection: theory vs ANSYS
Homework Statement I am analyzing the deflection of clamped circle polysilicon membrane with radius=1500 um and thickness=1 um. The load is constant pressure ranging from 20 uPa to 20kPa. The problem is that my analytical solution doesn't agree with the ANSYS solution. Homework Equations...- saikin
- Thread
- Ansys Deflection Membrane Theory
- Replies: 10
- Forum: Engineering and Comp Sci Homework Help