This video is part of the free Ansys Innovation Course, "Random Vibration Analysis Using Ansys Mechanical". Access all the course contents, including additional lessons, handouts, simulation examples with starting files, homework problems, and quizzes: courses.ansys.com/index.php/courses/random-vibration-analysis/.
For the input PSD profile, as you mentioned, it is averaged square profile. My question is, I don't see you provide/define the variation of the input profile. Is Ansys having some assumption on the variation level? Thanks!
Thank you for this video. I have a question. I try to get a displacement of a structure in PSD Analysis. Could I use somehow a measured data from acceleration sensor? By means of fast fourirer transformation i got a acceleration in frequency domain (G^2/Hz) in 3 axis . How could I import this data in ansys?
You have to apply the acceleration in each direction using seperate analysis systems..You cant apply load on all three directions in a single analysis system. So it is, One for X direction One for Y direction One for Z direction This is because of the probabilistic approach of the PSD analysis.
Thanks for watching! Visit Ansys Innovation Courses for free courses, including videos, handouts, simulation examples with starting files, homework problems, and quizzes here: ansys.com/courses.
This video is part of the free Ansys Innovation Course, "Random Vibration Analysis Using Ansys Mechanical". Access all the course contents, including additional lessons, handouts, simulation examples with starting files, homework problems, and quizzes: courses.ansys.com/index.php/courses/random-vibration-analysis/.
Thank you for your this video.
What do you mean by order of magnitude ?
in 10 times
10
100
1000
For the input PSD profile, as you mentioned, it is averaged square profile. My question is, I don't see you provide/define the variation of the input profile. Is Ansys having some assumption on the variation level? Thanks!
Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum.
Thank you for this video. I have a question. I try to get a displacement of a structure in PSD Analysis. Could I use somehow a measured data from acceleration sensor? By means of fast fourirer transformation i got a acceleration in frequency domain (G^2/Hz) in 3 axis . How could I import this data in ansys?
Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum
You have to apply the acceleration in each direction using seperate analysis systems..You cant apply load on all three directions in a single analysis system.
So it is,
One for X direction
One for Y direction
One for Z direction
This is because of the probabilistic approach of the PSD analysis.
Or use as Seismic Analysis for Civil engineering.
Thanks for watching! Visit Ansys Innovation Courses for free courses, including videos, handouts, simulation examples with starting files, homework problems, and quizzes here: ansys.com/courses.