suviuuno
Structural
- Jun 9, 2005
- 30
Greetings,
I am getting peculiar results on rotor frequencies. Adding constraints to two bearing locations of the rotor lowers natural frequencies. One would expect to have higher frequencies as compared to non-constrained rotor. I am not considering rigid mody modes. I am using beam and shell elements. Could the problem be in mass matrix formulation, lumped vs. consistent? I am using Patran. Any ideas?
Thanks
I am getting peculiar results on rotor frequencies. Adding constraints to two bearing locations of the rotor lowers natural frequencies. One would expect to have higher frequencies as compared to non-constrained rotor. I am not considering rigid mody modes. I am using beam and shell elements. Could the problem be in mass matrix formulation, lumped vs. consistent? I am using Patran. Any ideas?
Thanks