you did not apply the soil mechanical properties fully. you missed the cohesion yielding stress and the phi angle. your analysis is not completely full.
@@learnansysbyprashantprojec7820 OK, thanks I ask you, can the user use Solid 65 for concrete directly in workbench without inser the APDL command data? the new version of Ansys Workbench contains this features or not?
really helpful...
also tell us how to apply reservoir effects on dam structures...
Software is going to give some result but how do you verify whether it is right or wrong. You should try to match the results with a manual solution
how to use Work bench R2 Version its quite different from this software plz anyone suggest me proper instructions or any video.
How to Create an Elastic Support w/ Normal and Tangential Stiffness in Ansys Workbench? (C1, C2)
There is Option Called Foundation Stiffness
@@learnansysbyprashantprojec7820 Yes, but in foundation stiffness you can add only normal stiffness value, not tangential.
Between retaining wall and soil you added bonded contact, Why?
I did Slice Material due to Which Bond Developed Between Soil And Concrete.I will Try Different Types and will Compare Results
you did not apply the soil mechanical properties fully. you missed the cohesion yielding stress and the phi angle. your analysis is not completely full.
Hi
You did not insert steel bars into concrete,,,, WHY??
You did not define nonlinear properties of concrete>>> WHY?
Hello I will add in next time...It was done as per requirements,Uploading it when work is done.Thanks For Suggestion!!
@@learnansysbyprashantprojec7820 OK, thanks
I ask you, can the user use Solid 65 for concrete directly in workbench without inser the APDL command data? the new version of Ansys Workbench contains this features or not?
Please provide your email.
psp3986@gmail.com