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Hi everybody. I hope you all do great. I have a question and it's really important for my project. I have tried to simulate smart crack growth in the Ansys workbench. for doing this, I made a pre meshed crack and did all required steps then applied smart crack growth using the static option but...

Hello! I want to calculate bending stress result for the 2D model in Ansys workbench but it seems that this result can't be calculated for 2D elements Am I right or there is a method to have bending stress in the 2D state? Any help can be appreciated.

Thanks dear Erik You gave me nice ideas I'll try to continue modellings in Ansys Static Structural.

Large displacement of soil without pipe can be solved easily. Deformation can be seen bellow.https://files.engineering.com/getfile.aspx?folder=1530c6b6-585f-4b03-83a6-364f4ef0773f&file=Soil_without_pipe.JPG

Hello dears! I'm going to model a buried pipe repaired by composite sleeve under soil large displacement. I'v tried to do modelling in Ansys "static" structural and used Mohr-Coulomb to define soil plasticity. I set 2 steps, in first step, internal pressure and Earth gravity were applied and in...

Thank you dear Mr Erik Panos Kostson! I've studied an article which used these boundary conditions for buried pipe. It can be received in attachment. It seems that this article studied large soil displacement using Ansys Apdl.However, I don't know it used either static or transient analysis for...

Hello dears! I'm going to model a buried pipe repaired by composite sleeve under soil large displacement. I'v tried to do modelling in Ansys "static" structural and used Mohr-Coulomb to define soil plasticity. I set 2 steps, in first step, internal pressure and Earth gravity were applied and in...