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In predefined Field 21:21 Vertical coordinator will be= -60 you take -1 And the stress magnitude 2 = -1750*9.81*60 But you take = - 1750*9.81*1 Can you explain why you take 1 ?

SIR , i got error while running the model " surface below HAVE A MIXTURE OF 3D SHELL EDGES AND OTHER TYPES , IF A SURFACE HAS ANY 3D SHELL EDGES THEN ALL OF ITS FACETS MUST BE 3D SHELL EDGES " please suggest any error removing technique

amazing brother be sfe and take your health brother can you one video abaqus with mechine learing and python

为什么我根据教程模拟出来结果不收敛呢

Thanks you for useful to me

Thanks you for useful to me

Time: 28:56. Which tool you are using to select the top surface and bottom of the dead. When I try to select it, select all.

Thank you so much sir... could you please make a tutorial on the Earthen Dam...

Concrete young modulus is 21e9 [N/m2] not 2.1e9 [N/m2]

link for download please

how can we get shear force and bending moment along the length of the pile?

muy buen video, muchas gracias, disculpa podrías decirme el nombre del libro de cual muestras los recortes y donde estan las propiedades de los materiales. muchas gracias

23:07 step 26:56 自動找接觸面

Hello, how is it possible to simulate a model with morh coulumb in clays only with density, morh coulumb plasticity

Whats the name of the grounds used in the model?

Could u pls tell how to plot load displacement curve in Abaqus in case of laterally loaded piles!

hello， Thank you for your vedio. After I added the umat.for the file, it still cannot run. What is the problem?

Hello Man. Thanks for the video. I did every step you did in the video but i keep getting this error. THE *CONTACT PAIR pair (ASSEMBLY_S_SURF-1, ASSEMBLY_M_SURF-1) HAS BEEN PROCESSED BEFORE. REMOVE DUPLICATE PAIR. -- THE SAME PAIR OF SURFACES CANNOT BE SPECIFIED MORE THAN ONCE FOR *TIE AND *CONTACT PAIR. ONCE A PAIR OF SURFACES IS USED FOR *TIE, IT CANNOT BE USED AGAIN FOR *CONTACT PAIR AND VICE VERSA.

How can the pile is activated in geostatic step and there are no displacements in geostatic step. If pile is present in geostatic step the equilibrium will not be achieved due to difference in weight of soil and pile. Could u pls explain!

Hi, great video there. Can you make a video on how to make an interface for raft-soil and pile-soil for a piled-raft foundation? It will be very helpful for me and my thesis. Thanks a lot!!!

Why do you define two different interaction conditions for the side and bottom? What is the reason for having frictionless initially?

What is the reason for having an initial frictionless contact condition for the sides of the pile during the geo step? Why is friction not activated from the beginning?

Thank you for amazing video, I have a question for the subroutine part, I can't find this subroutine in the Abaqus files, what's the problem?

I think when you were defining the tie between surfaces, you chose Magneta for the edge of the surface, but I assume that Magneta arrowhead is the inner side. I am a little confused about this. would you please explain it a little?

Hi, thank you for your video. I am modeling a similar geometry, but I receive a warning that says: for 32 beam elements either the average curvature about the local 1-direction differs by more than 0.1 degrees per unit length as compared to the default curvature or the approximate integrated curvature for the entire beam differs by more than 5 degrees as compared to the approximate integrated default curvature. this may be due to a user-specified normal or due to the nodal averaging routine used by Abaqus. this difference may cause unexpected behavior of the beam and you may want to verify that the beam normals are correct for your problem. the elements have been identified in element set warnbeamcurvature1. I split the curved part into smaller portions, but I still have this warning. Does it affect the results?

Thank you very much was having a hard time calculating the lateral earth resistance in abaqus

Great Job!, I have a question please, why did you make a summation for S33 to the two base points? I'm trying to understand that

Can you please provide me the VUMAT file?

The results are much different from the book

Thanks for sharing Really helpful

Thanks for the video! can we use this material model for soil dynamic analysis? I think we have to use an interface to convert the UMAT into VUMAT. How can I do such conversion please?

Could you show me how to do tunnel modelling under seismic loading?

9:54, where does the -8000 in COMPONENT 2 come from? Pleaseeeeeeeeee

Thanks sir. It was so helpful for me.

Nice video man, thanks a lot. I have question, the pore pressure response is in excess or total?

Hello can you make video tutorial about modelling expansive soil in abaqus?

Nice video! But how can reduce the number of nodes when using student edition?? With 1000nodes restriction

Sir what is simulation in blast?

Thank you for amazing video, its really insightful. I have a question, about displacements at the nodes. How do you calculate the displacements? Could you explained? Thankyou

hello thank you very mush for this tutorial, but i get a complete job only for one layer can i have your email to send you the file

Sir can u please make a video on geogrid under a footing

Nice video! Can you provide me your Email?

Thank you ❤️❤️

Good job 👌

great video！would u please show the procedure to make it. Thanks a lot！

Great work👍

Thank you for your help

Thanks 👍

Good job 👌👍