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@asheshchoudhury548 16 сағат бұрын
Did you apply hydrostatic pressure at the upstream face of the dam?
@saeedmoeini-7abaqus 16 сағат бұрын
Yes
@김김민욱-e5u 7 күн бұрын
I want to say thank you for creating this video. I have question you said that don't apply displacement to the soil in boundary condition. Then that means only apply boundary condition to the bottoms? no sides? Please tell me that means specifically. Thank you
@abduossaid5483 8 күн бұрын
Thanks for this nice and clear Analysis. As the mesh size of the shell-beam decreases, the long. stress increases. How can we explain it?
@prabhashnitian 15 күн бұрын
THANK U SO MUCH BRO 👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍👍 so on infinity times
@navaneethv1709 18 күн бұрын
Hi Saeed, thanks for the video. A question. I have a question. Is there any way to import such shell geometry made in Cad software directly into Abaqus?
@Suhail00alabsi 26 күн бұрын
Do you have any videos about viscoelastic dampers ?
@fabioc.3859 Ай бұрын
Not sure I am getting it right. Did it take approximately 124000 seconds (34h) to complete?
@saeedmoeini-7abaqus Ай бұрын
Yes , 124000 Seconds
@effective_study Ай бұрын
Can you give me the CAE file? hope you reply soon i really need it
@saeedmoeini-7abaqus Ай бұрын
Hello You can download all files from this link www.7abaqus.com/product/deformation-of-a-sandwich-structure-under-the-air-blast-loading-using-the-conwep-method-in-abaqus/
@tahirahmad7876 Ай бұрын
How do you perform dynamic analysis of column removal scenario. Please make video on that
@ramlosaclash Ай бұрын
Great job, love your clear explanations! Please keep it up.
@saeedmoeini-7abaqus Ай бұрын
Thank you so much
@ibtissameaaouinaty9678 Ай бұрын
Very nice tutorial 👏 Thank you so much
@abduossaid5483 Ай бұрын
Thanks for this interesting video. One question concerning the geostatic stress. Why is it not necessarry to define it why? Does it really affect the results?
@saeedmoeini-7abaqus Ай бұрын
Hello, You can enter geostatic stresses, or in other words, it is better to enter geostatic stresses It has no effect on the results
@BoYang-w4i Ай бұрын
Thank you so much!
@khawla1957 2 ай бұрын
Plz Can you make a video on the thermal and mechanical effects of snow on photovoltaic panels 😢😢😢😢
@amrmasoud5580 2 ай бұрын
In the case of RC wall under cyclic, the results will be completely different>>>> Because of PINCHING effect>>> How to overcome this problem in ABAQUS?
@gautamsai5325 2 ай бұрын
thanks for the video brother, very helpful
@siddhantsingh4625 2 ай бұрын
Nice explanation! But I need bullet also to be eroded after contact with aluminium plate. Can you give your views how it will done.
@哈哈在-f4b 2 ай бұрын
How to set material parameters
@哈哈在-f4b 2 ай бұрын
Sir can you share your detail about the process
@saeedmoeini-7abaqus 2 ай бұрын
See this link www.7abaqus.com/product/hysteresis-analysis-of-steel-ring-yielding-damper-abaqus/
@哈哈在-f4b 2 ай бұрын
@ thanks .but how do I use Alipay for this
@mustafamurshedraoufy 2 ай бұрын
Thanks alot for your hard work! I am working on my thesis that is about (FEM and design of metaconcrete for acoustic performance), and I have to get the resonant frequency for the metaconcrete model. Please let me know if you help me! I am working on this thesis research models for metaconcrete: S.J. Mitchell. Metaconcrete: Engineered aggregates for enhanced dynamic performance PhD thesis. California Institute of Technology, 2016. I need to get the resonant frequency for the model in page 28 of the mentioned reference thesis. If it is possible, please make a video for these kind of models.
@alielsaid1417 3 ай бұрын
Is there a tutorial on modeling braced-ductile shear panels?
@saeedmoeini-7abaqus 3 ай бұрын
Hello See this playlist kzbin.info/www/bejne/iX6XhKSKZ5iXrtU
@Noshad-v6e 3 ай бұрын
Good work.
@DurgaPrasad-ly3zr 3 ай бұрын
Sir i have a doubt after impact the stresses in the plate is still varying why??
@saeedmoeini-7abaqus 3 ай бұрын
Hello This is natural because of particle vibrations
@DurgaPrasad-ly3zr 3 ай бұрын
Can you explain brifly @@saeedmoeini-7abaqus
@AsieduSarpong-f5r 3 ай бұрын
Please can you show us how to build the Dam itself from scratch ?
@zulfunazdurukan6900 3 ай бұрын
First of all, thank you for the videos. Is there an example for abaqus analysis for ultrasonic drilling?
@zulfunazdurukan6900 3 ай бұрын
First of all, thank you for the videos. Is there an example for abaqus analysis for vibratory drilling?
@vongvu8717 3 ай бұрын
i want to load
@syedahmadalishah5683 3 ай бұрын
can you share a video on how to construct a conventional viscoelastic damper?
@mortezaezzati-o3g 3 ай бұрын
Thank you for this video, but I received too many attempts error
@ottopomp2961 3 ай бұрын
hi, love your videos. I am learning CEL from you. I have a question. I want to model tube, where inside is water and i want to define initial pressure for water? How can i do it? Thank you for your answers
@CharmaineGutierrez-yc2iz 3 ай бұрын
I want a complete copy of your video Sir, how to avail?
@gyanendrasingh1846 3 ай бұрын
Have you modelled cylindrical tank partially filled with harmonic excitation ?
@saeedmoeini-7abaqus 3 ай бұрын
Hello , See this tutorial kzbin.info/www/bejne/fnu6foWbhdF_mac
@anulekhachakraborty9901 4 ай бұрын
How can we determine the seepage discharge or leakage value in ABAQUS, which output value gives this?
@Valera197615 4 ай бұрын
Thanks!!!!!!
@vasudevanaalagumalail9877 4 ай бұрын
🙏🙏🙏🙏🙏🙏❤
@Alex_19956 4 ай бұрын
Nice job
@GG-yf4ri 4 ай бұрын
Could you create an Abaqus simulation for corrugated steel plate-concrete composite shear walls? Thank you!
@홍준서-d8h 4 ай бұрын
Thank you for your videos!
@ahmedshebl8948 4 ай бұрын
Can you provide the full simulation process, please.
@palashdey4683 4 ай бұрын
Kindly make video on twisted brick column
@palashdey4683 5 ай бұрын
Sir make video on twisted brick column
@mahsaz9467 5 ай бұрын
👌
@TanabeAi-v7w 5 ай бұрын
Consolidation takes a long time, so to simulate the long-term effects on underground engineering, it is appropriate to use boundary conditions in a consolidation analysis step, right?
@saeedmoeini-7abaqus 5 ай бұрын
In general, the consolidation process should be long. Yes
@TanabeAi-v7w 5 ай бұрын
great video.Can I use gravity load instead of body force to set the gravity for the soil?Is the stress input in the predefined field the total stress or the effective stress of the soil?
@saeedmoeini-7abaqus 5 ай бұрын
Yes , It is effective stress
@indraneelsengupta1994 5 ай бұрын
I am having some issues in modelling the pore pressure drawdown in Abaqus. Can you give me some suggestions?
@palashdey4683 5 ай бұрын
Sir make video on twisted brick column
@vasudevanaero3182 5 ай бұрын
Thank u brother ❤
@vasudevanaero3182 5 ай бұрын
❤❤❤❤❤❤❤❤❤❤❤❤❤❤Thank you brother
@VanessaMarieFogahng 5 ай бұрын
C'est une analyse statique cyclique ou dynamique explicite svp?
@saeedmoeini-7abaqus 5 ай бұрын
Dynamic implicit step is used in this analysis
@AbdulAzeez-q5w 5 ай бұрын
Hi, I just wanted to know how you decided on 89 Sec as the time for the cyclic loading? Thanks in advance.
@saeedmoeini-7abaqus 5 ай бұрын
The total time is 8900 seconds, which we considered one hundredth of it, because if you consider the time as 8900 seconds, it takes a lot of time to solve the problem by the computer, and the time of 89 seconds does not affect the results.
@arnobbaiga309 6 ай бұрын
Brother i have one question regarding this concept. I have sent you an email please check .