11 ай бұрын
3 жыл бұрын
Пікірлер
@geeshanmarasinghe5259 8 күн бұрын
Hello. This video has been really helpful to get overall idea on modelling a railway track. I'm trying to assign absorbing boundary condition to soil layers and model interaction between sleepers, rail pad and rail. Do you have any idea on how to achieve this (I'm using ABAQUS for the first time). Thanks in advance
@pranjlm 8 күн бұрын
@@geeshanmarasinghe5259 Check my video on infinite layers.
@sidimohammeddaoud7085 Ай бұрын
Thanks for this interesting work
@mohammadmostafaei8096 2 ай бұрын
hi. Thanks for the video, can you tell me the source of the material properties you chose, I couldn't find it.
@pranjlm 2 ай бұрын
@@mohammadmostafaei8096 I got it from another researcher who did the experiments.
@EsthariMadhu 2 ай бұрын
Gun sound
@pranjlm 2 ай бұрын
It's the blast and happy diwali.
@shariquddinahmedmohammad5511 6 ай бұрын
HEY CAN, YOU TRAIN ME ON THIS SOFTWARE
@pranjlm 6 ай бұрын
There is no training required here. It's all in the video.
@shariquddinahmedmohammad5511 6 ай бұрын
hey i want to get trained in Geo studio software
@pranjlm 6 ай бұрын
@@shariquddinahmedmohammad5511 I am not working in Geostudio anymore. Sorry.
@deblinabera3935 6 ай бұрын
SIr How can I contact with you?
@pranjlm 6 ай бұрын
Mail me at [email protected]
@luongtranhien2136 8 ай бұрын
THANKYOU
@amitkumariitroorkee9247 8 ай бұрын
how did you import this slope profile from qgis to autocad, plz reply
@pranjlm 8 ай бұрын
Dxf files can be imported into Geostudio. Try to create a .Dxf file.
@nyanhlaing1032 9 ай бұрын
🙏🙏🙏
@nyanhlaing1032 9 ай бұрын
Thank you Sir
@mariogalindoq 10 ай бұрын
Why are you applying a geostatic first step to the entire model before building some parts? It seems wrong to calculate something in parts that have not yet been built.
@pranjlm 10 ай бұрын
The tutorial is a guideline on sequential construction. It does not match some of the original practical conditions.
@mahirbadanagki 11 ай бұрын
hello, could you please give tutorial about Air/W with Slope/W to simulate the air injection to improve FoS?
@pranjlm 11 ай бұрын
I am not doing much in that field. I will inform you if I got some work related to geostudio.
@mahirbadanagki 11 ай бұрын
@@pranjlm thanks
@VishnuKumar-fo2rl 11 ай бұрын
Hey! Could you please send the code and from where did you take help? This would be very helpful for me
@debdipdas3502 11 ай бұрын
How can we stimulate the Liquefaction study in abaqus?
@pranjlm 11 ай бұрын
I will put a video in future.
@debdipdas3502 11 ай бұрын
Please it will be very helpful for my project. Thanks in advance 😊
@aadilarfin8684 Жыл бұрын
Hello sir, how 100 KN of PWP was applied, was it based on the calculation of 2m depth or it was a random value. furthermore, for a 2m depth, I think it would be around 20000N/m2.
@aadilarfin8684 Жыл бұрын
Hello sir, why did you put the roller as a bottom boundary condition and apply EQ in the fixed set. if we select the bottom boundary condition as roller one, can't we apply EQ in the roller set?
@pranjlm Жыл бұрын
In this case, you must apply EQ with displacement control.
@pratikgoel2996 Жыл бұрын
how to consider water table in soil
@pranjlm Жыл бұрын
Apply PWP conditions or assign predefined field saturation.
@ikhlaqahmadjan4943 Жыл бұрын
Please share me your contact.
@NanthakumarSubramani Жыл бұрын
Simply superb
@sinakermani-dw8km Жыл бұрын
Hello. Why you didn't use geostatic stress multiplied by 9.81 to fill the predefind field with values in pascal?
@pranjlm Жыл бұрын
It's up to you. I just wanted to put up a tutorial not a full guide about simulation. You can use it.
@sagarmehra7668 Жыл бұрын
Thank you very much for the tutorial vedio. Please send me you contact details. Thanks.
@gnananandaraotammineni3389 Жыл бұрын
sir, to create the geocell, what have to select in the part (solid, shell, wire, point)?
@pranjlm Жыл бұрын
In my model, it was shell.
@gnananandaraotammineni3389 Жыл бұрын
Thank you, Sir. . . .@@pranjlm but after following the procedure as you said in the video . . . the dialog box says that 'section must be closed for this type of future'. plz help me
@楊承華-k6p Жыл бұрын
Hello sir, I want to ask how to verify your infinite elements is correctly absorb the wave?
@susanbastola7179 Жыл бұрын
Hello. Can you please tell me how to apply repeated loading by again repeating step from the beginning in a loop ? It will be very helpful. Thank you.
@pranjlm Жыл бұрын
You answered the question yourself.
@himaniarya5206 Жыл бұрын
informative content :)
@楊承華-k6p Жыл бұрын
What would be an appropriate factor by which the size of the finite element domain should differ from the size of the infinite element for optimal results?
@pranjlm Жыл бұрын
They can be the same, i.e., 1:1 ratio. Do not put larger-sized infinite elements than the finite ones.
@楊承華-k6p Жыл бұрын
@@pranjlm Hello, Why do I consistently encounter excessive deformations at a certain second of seismic acceleration when performing analysis with infinite elements, leading to the error message "The ratio of deformation speed to wave speed exceeds 1.0000 in at least one element"? Is it because my infinite elements are failing to effectively absorb energy, causing energy accumulation that suddenly results in significant deformations at a specific time?
@pranjlm Жыл бұрын
Keep refining the mesh and material properties to remove this error.@@楊承華-k6p
@楊承華-k6p Жыл бұрын
@@pranjlm Hello, if the unit of my elastic modulus (E) is in pascals (Pa) and the unit of yield stress is also in pascals (Pa), should I use kilograms (kg) or newtons (N) for the unit weight of the soil? I am little confused SO, can you suggest how to refine mesh? I do this for almost 1week and I can't find good ways. really appreciate.
@楊承華-k6p Жыл бұрын
Hello, Professor, I use the technique in 7:05 to avoid select the common boundary, but when I do the jobs, my soil was squeeze out in x direction on edges, I don't know why your example is success and mine is fail
@pranjlm Жыл бұрын
Just follow the tutorial carefully.
@christopherosasona5125 Жыл бұрын
Thank you prajal for the video. I'm incorporating earthquake loading on a cantilever retaining wall.. I try following your steps here but I have some errors in my output and error. Can you mind checking on it? 😊
@pranjlm Жыл бұрын
Sure.
@christopherosasona5125 Жыл бұрын
@@pranjlm I uploaded on Google drive. Thanks drive.google.com/file/d/12Tpbz54XRRHEBmhQyPY5-u-zhVR44fti/view?usp=drivesdk
@christopherosasona5125 Жыл бұрын
Sorry to disturb, shall I send the inp file also. Thinking it might be issue with boundary cond. But I'm unable to troubleshoot it Thanks
@pranjlm Жыл бұрын
yes @@christopherosasona5125
@christopherosasona5125 Жыл бұрын
@@pranjlm drive.google.com/file/d/12aZQz5IoRxuHIRhgCojUsTHuXqFHfwnA/view?usp=drivesdk Thanks
@楊承華-k6p Жыл бұрын
Hello sir, in your example, How to use Infinite elements to decrease earth quake wave reflect? Can you show how you set the boundary condition? Thank you so much
@pranjlm Жыл бұрын
kzbin.info/www/bejne/bHbZmniIjr2LiNU Please check out this video on infinite elements
@siddaharthpathak Жыл бұрын
What is the sign convention for pore water pressure!
@pranjlm Жыл бұрын
Positive pore pressure means there will be seepage. Negative pressure will mean suction.
@sharbatasneem2124 Жыл бұрын
Hello sir, how can we find factor of safety of soil slope for static analysis in abaqus
@pranjlm Жыл бұрын
Yes.
@sharbatasneem2124 Жыл бұрын
@@pranjlm how?
@pranjlm Жыл бұрын
@@sharbatasneem2124 If you watch all 3 parts, you will know. For more doubts, mail me at [email protected].
@sharbatasneem2124 Жыл бұрын
@@pranjlm I have seen full tutorial, i am confused with getting fos in static and dynamic analysis. My question is when do we vary reduction factor with time , won't it be said as dynamic analysis. if yes then how can we get fos in static analysis of soil slope.
@pranjlm Жыл бұрын
@@sharbatasneem2124 I guess you are misunderstanding the word dynamic with pseudostatic. In pseudostatic analysis of FoS, seismic coefficients are used. Also please mail me at [email protected] so that we can have better discussion.
@booniconicco8500 Жыл бұрын
Thanks for good Explaination
@imdadimmu8741 Жыл бұрын
Thanks for support
@imdadimmu8741 Жыл бұрын
Very helpful video
@Phd_UniMelb Жыл бұрын
Very Helpful sir
@imdadimmu8741 Жыл бұрын
Very helpful video
@imdadimmu8741 Жыл бұрын
Thanks for support
@imdadimmu8741 Жыл бұрын
Very helpful video
@imdadimmu8741 Жыл бұрын
Very helpful video
@aryanbhatt8857 Жыл бұрын
Sir, Can you make one video showing the plastic analysis of Subgrade soil in FEM model of Railway track in Abaqus.
@pranjlm Жыл бұрын
I will make a video in the near future.
@pranjlm Жыл бұрын
kzbin.info/aero/PLbafTmWuXeRZS98cvjo2QiBXS-c0YhjB3
@mostafaelfwe7793 Жыл бұрын
do u have whatsapp or fb ?
@pranjlm Жыл бұрын
WhatsApp at +917607454535
@mostafaelfwe7793 Жыл бұрын
hey how are you ? how can i make geocell from beginning first step ??
@pranjlm Жыл бұрын
It's there in the tutorial. Carefully watch geometry creation in parts module.
@MeesalaGaneshced Жыл бұрын
THE FACE S2 IS NOT VALID FOR THE UNDERLYING ELEMENT 125 INSTANCE IE L-1 IN *SURFACE ASSEMBLY_IE L-1_right of IE L I am getting this error can you help me how to avoid this? thank you in advance
@pranjlm Жыл бұрын
I guess the meshing is a problem in your case. Give a stacking direction.
@meesalaganesh2054 Жыл бұрын
Thank You... solved the problem...
@amalgupta4345 Жыл бұрын
How to get research licence for abaqus in IITD
@pranjlm Жыл бұрын
It's already there. Go to cadrepo.iitd.ac.in. There you can get help.
@DipDasgeoscs Жыл бұрын
very useful video. I have one question, how do you combine tectonic stress in this model? how to calculate the effective stress?
@pranjlm Жыл бұрын
Regarding tectonic stress, i don't. Regarding effective stress, subtract total stress from pore water stress.
@RISONBENEDICT21M094 Жыл бұрын
which version of abaqus is this?
@pranjlm Жыл бұрын
Abaqus 2017.
@sharbatasneem2124 Жыл бұрын
Sir, can you make a detailed video of using field variable as factor of safety in 2020 version.
@pranjlm Жыл бұрын
I will as mentioned in your previous comment.
@sharbatasneem2124 Жыл бұрын
Hello , how to use field variable in higher version, as it ask for magnitude of field variable. what should be written.
@pranjlm Жыл бұрын
Dear Sharba, please give me some time. I will be sufficiently free to help you in this direction from next month.
@sharbatasneem2124 Жыл бұрын
@@pranjlm thank you
@rajibulislamirfan6583 Жыл бұрын
Hello sir I have been working on a pile model inserted into 6 layered soil. But whenever i enter the mohr- coulomb plastic properties for each layer, the analysis keeps stopping. I have followed your model, it works perfectly but mine is not. Can you help me by giving some suggestions, sir? I'm seriously struggling with this one. Thanks in advance.
@pranjlm Жыл бұрын
I will soon make ABAQUS model for the same.
@rajibulislamirfan6583 Жыл бұрын
@@pranjlm thank you so much sir for your kind reply. I am eagerly waiting for your tutorial. And one more thing sir, it would be better if you explain how to avoid such convergence problems. Thanks again for your time.
@enjel1239 Жыл бұрын
Sir, can you make any vdo on complete analysis of double steel plate composite wall
@pranjlm Жыл бұрын
I will do it in the future.