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November 12, 2023 at 3:39 pm
Galaxy
SubscriberI have a fixed support on the left side and a force of 30000 N applied on the right side. The deformation distribution seems because the max value is at the corner, is this supposed to be like that?Â
Also, the deformation values are very low to me for 30000 N force, does this have to do with the material structural steel?
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November 13, 2023 at 2:29 pm
Aniket
Forum ModeratorCan you also include images of your boundary conditions for force? If you expect your analysis to be in realms of large deformations, have you turned the option on from analysis settings?
-Aniket
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November 15, 2023 at 9:58 pm
Galaxy
SubscriberPlease my latest comment for your questions. I forgot to reply to this message.
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November 13, 2023 at 7:09 pm
Galaxy
Subscriber-
November 16, 2023 at 4:01 am
Aniket
Forum ModeratorPlease check the following course:
/courses/index.php/courses/large-deformation/
Â
-Aniket
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- The topic ‘Static Structural – Total Deformation’ is closed to new replies.
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