Видео

Could you create an Abaqus simulation for corrugated steel plate-concrete composite shear walls? Thank you!

Thank you for your videos!

Can you provide the full simulation process, please.

Kindly make video on twisted brick column

Sir make video on twisted brick column

👌

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?

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?

I am having some issues in modelling the pore pressure drawdown in Abaqus. Can you give me some suggestions?

If i change the rigid with flexible and assign property to box and column , is there any way to obtain natural frequency of water 💦?

Thank u brother ❤

❤❤❤❤❤❤❤❤❤❤❤❤❤❤Thank you brother

C'est une analyse statique cyclique ou dynamique explicite svp?

Hi, I just wanted to know how you decided on 89 Sec as the time for the cyclic loading? Thanks in advance.

Brother i have one question regarding this concept. I have sent you an email please check .

Great video with amazing descriptions🎉🎉. In this model, I think the water flows with its gravity. Could you prepare another video considering the hydrodynamic wave? For example, if the structure is in the ocean or sea and the effect of water pressure due to a hurricane.

Hello, thank you for your amazing videos. Excuse me, does the small meshing of rigid bodies in contact with Eulerian materials affect the analysis? I have a problem with analyzing a silo using the CEL method. The Eulerian materials leak out from the silo walls after a few seconds. I used a rigid shell to define the silo wall, and the contact type is General Contact. I also refined the meshing on the wall, but the Eulerian materials are still leaking out from the wall. It is worth mentioning that this does not happen in the initial seconds of the analysis, and the silo empties correctly, but after a few seconds, it seems that the contact between the wall and materials disappears, and the materials leak out from some points on the wall. Haven’t you encountered this problem? Thank you.

Very useful video. Can you make a video on Masonry arch bridges?

Nice tutorial!! Can you please make a tutorial on slope stability under rainfall condition.

can you make video for the parabolic cup formation?

great job .... i wanna to contact with u urgently

Thank you so much

thank you teacher

I have a question for the teacher. If in the first step of calculation, the "geostatic stresses" field has been applied. So in the "geostatic" step of applying the body load, will pressure be added to the soil mass in the next steps? (geostatic stress) + (body froce) = (pressure)

Sơ đồ 3d với phần tử C3D20RP thì áp lực nước lổ rổng sẽ gán như thế nao? Và geostatic stresss sẽ áp dụng trêm mặt phẵng giống 2D không?.

Tôi cám ơn giáo viên rất nhiều !. Làm ơn chỉ cho tôi biết cách sử dụng geostatic stresss trong bước tính đầu tiên.

What was the compilation al time for this simulation?

Hello sir, how to put rainfall conditions on embankments.

how do you determine the dimensions of the eulerian domain? does the projectile not need to be initially present?

Thank you for the video. Can you please tell me what element type you have provided to model this cable

4:46 یعنی اگر خطی نباشه، این گزینه رو باید روی on بذاریم؟ یخرده در مورد این NIgeom توضیح میدی لطفا؟

Bro i am also working on seismic wave propagation in soil model. I am applying Viscoelastic boundary condition. Could you please send me your contact details.

Great lecture! Thank you very much

thank you teachter

سلام. مهندس ممکنه من باهاتون توی تلگرام یا جایی صحبت بکنم ؟

Could you please share the full video?

I have slope with nails as reinforcement, how to apply geostatic step as the first one, when there are interaction between slope and nails.

Great video

کسته ننت با این سطح تخمی انگلیسی و لهجه کیریت

داداش توی سایتهای ایرانی برای خرید مومود نیست؟

Verry good !❤❤

سلام. خسته نباشید ، شما ایرانی هستین،،؟؟ راسش یه چیزی و میخواستم در آباکوس مدلسازی کنم . یه مخزن آب که در اون یک پاندول شناور و متصل به یک فنر هست ، این پاندول خاصیت مغناطیسی داره ، رفتار سیال و در اثر نوسانات مکانیکی و مغناطیسی و میخوام بررسی کنم ، در یه مورد پاندول به سمت پایین و بالا حرکت میکنه ، در حالت دوم هم به شکل دوران در سطح سیال.

Can u provide Excel of kobe earthquake data

Do you have an educational video of a self-supporting beam using two piezoelectric layers that completely covers the beam?

Dear sir / greetings what about of case unsaturated (partially saturated status) what should be used?

What is the purpose of these dampener.

استاد خسته نباشید. من میخوام همچین مدلی و داخل آباکوس مدلسازی کنم. به جای جرم یک آهن ربا که به یک فنر متصل شده و داخل یک فلاسکی از مایع نوسان کنه ،

آفرین. دسخوش مهندس.

مهندس خسته نباشید. آیا امکانش هست که رفتار یک سیلندر کوچک پر فشار گاز O2 تحت تاثیر حرکت یک میدان مغناطیسی قوی و در آباکوس مدلسازی کرد،؟؟ گاز اکسیژن ، گاز دی اکسید کربن . هردو مغناطیسی هستند. و رفتار ترمودینامیکی و دینامیکی گاز و در حین عبور یک میدان مغناطیسی شدید بررسی کنم.

Do we have define both th x and y component in the gravity step. My displacement graph doesn't comes down after the peak. It goes on increasing