I am trying to compare COSMOS to hand calculations to find max displacement, resonant frequency (no loads) and shaft critical speed (includes loads). I have been able to replicate the first two in COSMOS without a problem but can't seem to figure out the third. Am I misunderstanding the results of COSMOS, or is there a certain way to set the problem up?
Here are the properties..
Shaft OD - 4 7/16"
Shaft Length - 27 3/8"
Bearing located at ends
1400# force located in center of span.
Material - 1045 Steel
I set up one static study and two frequency studies. The static study resulted in a max displacement of 0.0095", which matches calculations using beam theory. The first frequency study was for resonant frequency, and was done without any loads using FFEPlus solver selected, and resulted in a resonant frequency of 116.23 Hz (this also matches hand calculations). The third analysis used Direct Sparse and "In Plane Effect" selected, but the reulting frequency was 115.76 Hz. According to hand calculations it should be around 32 Hz. I used two calculations one using max deflection (32.3 Hz), and one specific to a simply supported beam (32.8 Hz). I also used a program which calculated a critical speed of 1950 rpm which corresponds to 32.51 Hz. Using "In Plane Effect" to include the loads, does not change the frequency as much as theory says it should.
Here are the properties..
Shaft OD - 4 7/16"
Shaft Length - 27 3/8"
Bearing located at ends
1400# force located in center of span.
Material - 1045 Steel
I set up one static study and two frequency studies. The static study resulted in a max displacement of 0.0095", which matches calculations using beam theory. The first frequency study was for resonant frequency, and was done without any loads using FFEPlus solver selected, and resulted in a resonant frequency of 116.23 Hz (this also matches hand calculations). The third analysis used Direct Sparse and "In Plane Effect" selected, but the reulting frequency was 115.76 Hz. According to hand calculations it should be around 32 Hz. I used two calculations one using max deflection (32.3 Hz), and one specific to a simply supported beam (32.8 Hz). I also used a program which calculated a critical speed of 1950 rpm which corresponds to 32.51 Hz. Using "In Plane Effect" to include the loads, does not change the frequency as much as theory says it should.