Hi, thanks for the video! I would like to ask, would you mind discuss about the strain result especially if it has exceeded the elastic region. Thanks!

Possible to add video on pipe trunnion calculations.

nice video sir, i have a question if you dont mind. why did you use solid elements instead of shell elements while modelling this pipe? thank you

@advancedfea912

4 жыл бұрын

Hi, if you want analyse the stresses trough the thickness, the solid elements are the most appropriate for the scope. Thanks.

@amrabdullah1995

4 жыл бұрын

@@advancedfea912 I sent you an email. kindly check it. thank you

why did you add BC in your Reference point Sir?

why did you use datum plane for the pipe....what was the use ....if it is for meshing we could have done simply meshing ?

@advancedfea912

3 жыл бұрын

Please see the tutorial of pipe meshing I did yesterday on my channel.

what do you mean (w) in hoop stress rule

@advancedfea912

3 жыл бұрын

Hi, there is no "w" in the hoop stress, but in the bending stress W is the bending module of pipe section

why did you use uniform weigthing factor Sir for moment load Sir? As what I understand when we use continuum coupling, it will distribute moment as force at coupling nodes, so forces at different radial distance will be different, why didn't you choose linear weighting factor for this? thank you

@advancedfea912

Жыл бұрын

Hi in this way the model does not present local boundary effects.

I have a problem ,i am working on pipe elbow with internal corrosion defect (semi elliptical ) with internal pressure and bending moment but the result is not conform with the equation analytique please help me and I don't know how to mesh my structure by mesh Hexa or hexa dominate event after partitioned please help me

@advancedfea912

3 жыл бұрын

Can you send me the cae file?

@arroussichaaben8507

3 жыл бұрын

Yes, your e-mail please.

@advancedfea912

3 жыл бұрын

juststressit@gmail.com

Hello, Iam modelling 3D drilled shaft under lateral load. But not able to see SF and other options.. in result. Plz help

@advancedfea912

3 жыл бұрын

Hi, can you explain better your model and tell me what you mean for SF?

@Oiu472

3 жыл бұрын

@@advancedfea912 I need to plot bending moment and shear force diagrams. Pile is modelled as purely elastic and soil as mohre coloumb. Created one field input by enabling Section Force (SF) and NFORCS, but after completion, these are not availbale in visualisation menu. Please help me to find a solution

@advancedfea912

3 жыл бұрын

@@Oiu472 HI, now is clear to me. To plot bending moments and shear force please select free body option. When you go in the output you have to select free body and select bending moments and force components or magnitude. It will not be so easy by try it and let me know.

@Oiu472

3 жыл бұрын

@@advancedfea912 Thanks alot for your response. Could you please explain it briefly, iam not getting what i should do

Sir I badly need your PowerPoint file.

Unlike your results my pipe is showing zero stresses at zero time. Your pipe is showing results or colours on the inner surface i dont know why, I followed same steps. Can you help ?

@advancedfea912

3 жыл бұрын

Hi, there are 2 steps, the first with internal pressure and the second with bending. Are you sure that zero time is related to first step of my analysis?

@ayushdogra966

3 жыл бұрын

@@advancedfea912 Thanks for your time... but idk how when I resubmitted (without changing anything) the job the results were same as yours.

10:54 inpressure

3:00 can't understand.. Please help

@advancedfea912

4 жыл бұрын

Hi, please explain better what you didn't understand

@piearth343

4 жыл бұрын

@@advancedfea912 OK sir I got it. I have a request. Please upload a video on pipe soil interaction..