-
-
June 9, 2021 at 9:02 am
Cpwtub
SubscriberDear All,
I want to model a tower and apply a time dependent load at the top of the tower in one direction.
I bring the load as a external table - So time with the load , then i have time steps and load at the certain time step.
Then apply this imported data as the load , which varies with the time.
To check this, I imported a load ( external file), but for the first case I did not change the load with the time step. And yes there are other ways to apply directly without tables. But i wanted to check first.
When I run the transient, it showed me a sinusoidal displacement at the top of the tower, where i apply the load table.
What can be the reason?, Why even the load does not change with the time step.
Following is the , time steps, load application, and the results (deformations)..
June 9, 2021 at 9:26 amCpwtub
SubscriberSorry for the duplicate, Well I wanted to delete one but could not.
June 9, 2021 at 11:17 amAshish Khemka
Forum Moderator
Please see if the following link is of help to you:
Regards Ashish Khemka
Viewing 2 reply threads- The topic ‘Transient analysis – ANSYS APDL’ is closed to new replies.
Innovation SpaceTrending discussionsTop Contributors-
6234
-
1906
-
1457
-
1308
-
1022
Top Rated Tags© 2026 Copyright ANSYS, Inc. All rights reserved.
Ansys does not support the usage of unauthorized Ansys software. Please visit www.ansys.com to obtain an official distribution.
-
Ansys Assistant will be unavailable on the Learning Forum starting January 30. An upgraded version is coming soon. We apologize for any inconvenience and appreciate your patience. Stay tuned for updates.
