Respected MCS Kenny Houston. I'm a university student doing a masters degree. I have to congratulate you for this work. I would like to know how you modelled this CEL in Abaqus. If you share this entire video on modelling in Abaqus by applying ocean wave & current loads then it will be really helpful for my research project. Indeed I have to learn this modelling as early as possible. So it will be a great help, if you even share this entire making video to me by personal.

Hello, could you help me find a tutorial where underwater jumpers are modeled and analyzed?

What is the software used....???🤔

Hi. could you specify how do you define the interaction between pipe and soil in Abaqus? Thanks

Hi thank you for this video .i need modeling SPH and Eulerian method problem in abaqus,but i'm newer in abaqus.can you send me the CAE files about your video. best regard for you my email is : [email protected]

great work can you sen me the CAE or INP file.please i need it please my email: [email protected]

Hello I'm working on a similar project for my graduation thesis (the cross section of a flexible riser) and It would be very helpful to have an example to follow. If you could send me a sample plug-in/macro, I would be grateful.

Nice work! Thank you for sharing. Is the motion of ice mass fixed or coupled? Thank you in advance!

Nice work. Can I know what kind of soil property is used in this simulation? clay or sand?

Please.....I need this tutorial for my Thesis

can you tell me what type of contact properties have you used between pipe and soil?

Good job. How you create this modele? Thank you

I am doing my master thesis now,could you please tell me how do you model the pipe,I can even pay you

hey, which material-model did you use for the soil? CAP-Plasticity? I'm trying to run the same simulation, but my soil is kind of "viscous"... did you change the hourglass-parameters? thank you for every answer!

kzbin.infovideos

kzbin.infovideos

Awesome! Is that possible to make a tutorial for this?

Very interesting simulation, what is the maximum amount o deformation that you can accomplish in that configuration. I’m currently working whit a similar model, do you right some article about this that I can read?

im trying to do the same with a pipe of mine, the area of the pipe between the two loads doesnt seem to have high stress, unlike yours....are u using a contact property between the loading pads and the pipe?

Was it made by ABAQUS?

Hi everybody I am a geotech engineer, I use a program Abaqus, for assessment of slope instability I want to know this program "Abaqus" give us the Safety factor of this slope ???

That‘s great！Is GEOSTATIC the first step？

Hi Kenny I am new to Abaqus, so could you tell me how you model the soil.

Could you give the tutorial how to modeling denting of flexible pipe?

Thanks for the comment. The whole model is 3D, including the dropped object. The dropped object was a wedge/ prism. Are you in the offshore O&G industry? Please let me know if you have any more questions.

A very nice simulation！

cool! Must have taken a lot of time to solve it. o.O Was the dropped object 2D ? Or perhaps the whole model?