hello thinx,
I constraint the dofs 1.3.4.5.6 dof and i apply a sine wave at the clamped end but when i plot the results the beam translate in the y direction. i dont obtaine the mode shape. have you any proposition. the attached file is the bdf card of the...
Hello,
I wont to model the shaker vibration using sine wave using msc nastran. this shaker is monted at the climped end
so i constraint the 1..3.4.5.6 dof and i apply a sinusoidal force at this climped end.
the shape i found are wrong. may some help me
Hello,
Can'I using a modal analysis determine the effect of friction on the modal damping value of a structure?
or I must apply a sinusoidal force and guettig the the damping value correspending to the modal frequency.
thx
Hello olgola,
Thanks for the reply
the problem definition is:
I work with msc nstran with patran 12.2. I use to simulate a sample excited with a shaker.
i must imput a sunusoidal displacement at the clamped end of the sample and then i recover the response from the free end. Then, i must...
hi,
i need to simulate a sample excited with a shaker.
i must imput a sunusoidal displacement at the clamped end of the sample and the i recover the response from the free end .
i use the dirct frequency response analysis.
i ask if some one can help me to imput the sinusoidal displacement.
this is the detail
USER FATAL MESSAGE 3060 (PREFACE)
- AUTHORIZATION ERROR ***
UNABLE TO OBTAIN LICENSES FOR Nastran Solver
PLEASE REFER TO THE LOG FILE FOR ADDITIONAL DETAILS
thx