TAGGED: ANSYS-Transient, apdl-ansys, elastic-strain, static, transient
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May 29, 2024 at 8:08 pm
Mikkel Dreyer
SubscriberI am currently doing a transient response, and view the Timehistory strain in Ansys APDL based on a shell181 element.Â
The shape is a hollow cylinder, and it is fixed in one end. When i take the transient z-direction strain i notice that the value does not correspond to the difference between the z-displacement difference divided by the length between the nodes (see formula in picture #1 + see transient strain response in picture #2).Â
However, when a similar analysis is done with the same forces in a static analysis, then the strain correspond to the upper and lower z-displacement difference divided by the length. It seems like the transient response time history has a scale difference on 3.4, but it still has the same z-displacements, when the static state in picture #2 is reached. Â What causes the strain the strain formula to be correct for the static case and not the transient case? Maybe i use the wrong transient settings?
The transient response uses these settings in APDL:
/SOL Â Â Â Â ! Enter the solution module
ANTYPE, 4 Â Â ! Analysis type: Transient
TRNOPT,FULL ! Solution method
LUMPM,0 Â Â ! Lumped mass approximation
OUTRES,ERASE
OUTRES,NSOL,LASTDELTIM,1 Â Â Â Â ! Time step size
TIME,StartTime   ! Start time
MIDTOL,0,0,1 Â Â ! Include response frequency
TINTP,0.005 Â Â ! Amplitude decay option, 0.5% damping
LSWRITE,1, Â ! Write 'LoadStep' file 1 -
July 5, 2024 at 2:30 pm
dlooman
Ansys EmployeeIt seems odd that the graph of strain in post26 is in such a narrow range. Are you saying the values are all off by a factor of 3.4 or the difference, (3.703e-8 - 3.695e-8), is off by 3.4? There could be a round off error (some times called subtraction of elephants) in calculating strain by the difference in the uz values if they are both large compared to the difference. Â
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