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@martinmoran4919 2 күн бұрын
Gracias! El segundo engranaje no indica tensiones de contacto porque no tiene inercia ni resistencia a la rotación, cierto?
@fernandatrindadebarbosarei1012 11 күн бұрын
Please, tell me the units of measurement are being used in the video? I didn't understand why in "Mass Density" was used 10^-9.
@fatihaberkane-h9m 14 күн бұрын
Could you kindly confirm if the result for the 4 point bending test on plain concrete, showing a stress of 0.3 MPa and a deformation of 0.0002 , is correct,? considering that the 4 mm displacement method was applied?
@asap_esju1766 19 күн бұрын
it doesnt work for me either. is it possible for you to send me the .cae file ? that would be awesome!
@zemikael482 19 күн бұрын
Could you post a video on post tensioned flat slab please sir? I have a research defense on it.
@bseesaml8559 22 күн бұрын
Hi sir.how i can drawing shap with circle section as fan hock.can u helpe me do it?
@eltonsandoval3764 23 күн бұрын
Thank you very much for this video you are my hero, you just saved me from failing at the university.
@bayasistan Ай бұрын
Hi, I received this warning after choosing Continuum shell. " The normals for some stacked continuum shell elements deviate by more than 20 degrees. This can lead errors in the output variables ctshr." How I can solve this warnings?
@bayasistan Ай бұрын
I have a question. warnings in abaqus . "The normals for some stacked continuum shell elements deviate by more than 20 degrees. This can lead errors in the output variables ctshr". Can you help me?
@BirhanuDamesa Ай бұрын
THE ANALYSIS HAS BEEN TERMINATED DUE TO PREVIOUS ERRORS. ALL OUTPUT REQUESTS HAVE BEEN WRITTEN FOR THE LAST CONVERGED INCREMENT
@javadhadad576 Ай бұрын
that was a good one bro, but please get out of your comfort zone and talk. you can also add the file to your google drive and share the link so that people can practice with your video getting more views. wish you the best dude.
@AbhishekDangiM.Tech.Mechanical Ай бұрын
Hello prof. I am not able to verify my maild id, looks there is some tech problem , request you to resolve the issue
@sarmadmayo Ай бұрын
how to use abaqus for finding crack defects in pipes using ultrasonic guided waves
@ZakariaAMIRECHE Ай бұрын
can i get the link ?
@civilengineer6937 Ай бұрын
what about the interaction between concrete and reinforcement!!!!!!!!!!!!!!!!!!!!!!!!!!
@SepehrSalimy 2 ай бұрын
hi, can u share geometry from mesh plug-in file with us. Thanks alot
@siddhantsingh4625 2 ай бұрын
Why you create hollow part of disc that supported the specimen?
@AbdulRahman-kg9de 2 ай бұрын
It shows "My learning edition restricted to 1000 nodes" while data check. What can i do now pls give some suggestions
@dipakbhamare3614 2 ай бұрын
Increase mesh size, use coarse mesh
@goofy2676 2 ай бұрын
where to get these files?
@thanhphamnguyenthe9709 2 ай бұрын
Dear Sir, please explain me, in the Load - Displacement Chart, why the Load is zero (0) but Displacement is up to near 1 mm?
@SalehAliKhawaja 2 ай бұрын
Each time I try to define the couplings on the top surface of the Rob i get the Error : SURFACE ASSEMBLY__PICKEDSURF13 CANNOT BE A RIGID SURFACE WHEN USED IN THE *COUPLING DEFINITION IN Abaqus/Standard. (What to do in this case.)
@hindaitmahmoud4033 Ай бұрын
I have the same error, did you find a solution?
@sameterkan3892 13 күн бұрын
delete coupling, it is not need. Because of this the part rigid.
@HafizAliHamza-f5q 2 ай бұрын
Hey thanks for help. Have you ever worked on combining CDP with XFEM model? I really need your help. Thanks
@RamanaiahMesthri 2 ай бұрын
Andhuku ra kodakolara
@imhusker 2 ай бұрын
Why are the results not axisymmetric?
@mohammadanisulhoque801 3 ай бұрын
Can you please provide me your concrete and steel materials properties?
@GAURAVSHARMA-m6p 3 ай бұрын
Sir I need crack version setup.
@imdadimmu8741 3 ай бұрын
Very helpful video
@masihamini313 3 ай бұрын
Thanks for sharing. How can we access to this simulation or any tutorial?
@alihawamda3764 4 ай бұрын
the download link, please
@rshivani84 4 ай бұрын
download link for installation ?
@teluguintiabbayi 4 ай бұрын
Would be great if audio can be added
@PrabhatKumar-h7p 4 ай бұрын
Can you please share the cad model of this blade ?
@oladipoyuusuf 4 ай бұрын
Please how can we get the materials if there are no materials in our material library
@refquesog8104 4 ай бұрын
You see the Force-Displayment curve at the end, but you dont see the failure in the graf. Sooo theoretical you could apply a higher force and this specimen will still not break? i have a similar question in my task
@朱瑾-i3f 4 ай бұрын
How do I add hydrostatic pressure to an explicit step?
@cement9512 4 ай бұрын
That's good tutorial for study. Can I got this file too.
@takieddinebouchair283 5 ай бұрын
Hi First of all, I would like to thank you for the effort you put into making this video. Secondly, I have a question and I wish you have the answer to it. I wanted to do a compression test on a "bucky ball" (and more precisely on the pentagon side which means 5 spheres where I cut a little bit of material in solidworks so that I can put a discrit rigid with contact interaction). But the problem is it doesn't work unfortunately. On the monitor window, it says that there are some surfaces that abaqus doesn't recognize. And when I add a constraint (coupling), it actually works but the bucky ball run far away from the two rigid solids. And that is not real at all knowing that there is only a Z-displacement (U3). Can you please help me ? I WOULD BE VERY GRATEFUL. Thank you
@alexgur6 5 ай бұрын
Спасибо большое 😭😭
@obajaedensentosa9988 5 ай бұрын
Thank you so much..
@jha825 5 ай бұрын
hashin damage value is same for all composites and if different how to get those data
@AbdulRehman-uy7sq 4 ай бұрын
It is different for all composites. You need fracture energy values which are determined from stress-strain curves obtained through experiments. See this video for reference: kzbin.info/www/bejne/kKTPZ6GDrrmSgtEsi=_ELJtbSUi8X3O-ne
@jha825 4 ай бұрын
@@AbdulRehman-uy7sq thank you.let me check.
@KUMARABANINDRAJANA Ай бұрын
@@AbdulRehman-uy7sq can you explain sir how will get the property of E1,E2,Nu12,G12,G13,G23 AND HASIN DAMAGE PROPERTY? Suppose 13 layer of glass fiber laminated composite are given. how will get all property?
@KUMARABANINDRAJANA Ай бұрын
@@AbdulRehman-uy7sq ,Mr. Rehman can I get your contact no. plz
@AbdulRehman-uy7sq Ай бұрын
@@KUMARABANINDRAJANA For basic mechanical properties like modulus and poisson ratio, you can refer any literature. Glass fiber is a very basic composite, you will find it easily. However, for Hashin Damage parameters, you need experimental results of fracture tests and these are difficult to perform, so I'd suggest you use some generic values for glass fiber composite from any research paper, or any tutorial video where glass fiber is used.
@awmnitrixgaming8788 5 ай бұрын
After follow all the step same as you did. But atlast job aborted
@TheWildShooter 5 ай бұрын
thank you so much from italy. you saved us!!!!! italy loves india
@refquesog8104 5 ай бұрын
Thank youu
@naveenmdn3093 5 ай бұрын
hello! Could you please post a Post-Tensioning slab video if possible.!?
@zemikael482 Ай бұрын
Share it if u can get please
@awmnitrixgaming8788 5 ай бұрын
I did all this but at the end animation is not occurred 😢
@kar-dt1hk 5 ай бұрын
thank you sir for this Great video , sir i have one can you help me pleaes
@brtroia1 5 ай бұрын
Firstly, thank you and congratulations for the very didactic and illustrative video. I hereby come to consult you if you can help me with my geometry, to adjust the mesh, I am trying to close the FEM model to continue my master's research. Thanks again for your attention.
@adsamgideon9465 5 ай бұрын
Great!
@APBEngr 6 ай бұрын
Hello may i know the references of the values? Hoping for immediate response Thank you so much.
@abhiramirm5019 6 ай бұрын
Hello can I do this exactly for my final year project? Only the materials change im testing PLA, CaCO3, PLA-CaCO3