-
-
May 10, 2024 at 11:25 am
Hoa Vu
SubscriberI am working on simulating soil-pile non-linear buckling behavior in Ansys APDL using soil spring method. I want a 5,000 kN lateral load at pile's head to have the pile head displacement as the geometry imperfection. Then i want to apply axial load at pile head from 0 to 100,000 kN over time with 2,000 kN increment.
Please help me and if anyone has other buckling analysis methods in this field please share me, thank you in advance. -
May 13, 2024 at 1:29 pm
Ashish Khemka
Forum ModeratorHello,
Please see if the following link helps you:
https://ansyshelp.ansys.com/account/Secured?returnurl=/Views/Secured/corp/v241/en/ans_str/Hlp_G_STR7_4.html
Regards,
Ashish Khemka
How to access the ANSYS Online Help
Â
Â
-
Viewing 1 reply thread
- The topic ‘Initial Load in Non-linear Buckling Analysis’ is closed to new replies.
Ansys Innovation Space
Trending discussions
- At least one body has been found to have only 1 element in at least 2 directions
- Script Error Code:800a000d
- Element has excessive thickness change, distortion, is turning inside out
- Image to file in Mechanical is bugged and does not show text
- Help to do quasistatic analysis in static structural module
Top Contributors
-
1972
-
891
-
599
-
591
-
388
Top Rated Tags
© 2025 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.