Пікірлер

• 
  @aadilarfin8684Күн бұрын

  Hello sir, how to put rainfall conditions on embankments.

• 
  @aaronocampo74799 күн бұрын

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

• 
  @mariajames455014 күн бұрын

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

• 
  @saeedmoeini-7abaqus14 күн бұрын

  Beam elements

• 
  @HabibCAD_CAE28 күн бұрын

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

• 
  @islamicconversation2741Ай бұрын

  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.

• 
  @luongtranhien2136Ай бұрын

  Great lecture! Thank you very much

• 
  @luongtranhien2136Ай бұрын

  thank you teachter

• 
  @luongtranhien2136Ай бұрын

  Plesec! I can contact the teacher throuth

• 
  @sayzgameАй бұрын

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

• 
  @giacomolucidi2073Ай бұрын

  Could you please share the full video?

• 
  @aadilarfin8684Ай бұрын

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

• 
  @onesecond4186Ай бұрын

  Great video

• 
  @user-kd2oi5en6uАй бұрын

  کسته ننت با این سطح تخمی انگلیسی و لهجه کیریت

• 
  @hadiderakhshan1302Ай бұрын

  داداش توی سایتهای ایرانی برای خرید مومود نیست؟

• 
  @luongtranhien2136Ай бұрын

  Verry good !❤❤

• 
  @user-og3ln7ks9vАй бұрын

  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.

• 
  @vaishnavikamble9897Ай бұрын

  Can u provide Excel of kobe earthquake data

• 
  @saeedmoeini-7abaqusАй бұрын

  You can download all the files from the link below www.7abaqus.com/product/frame-with-and-without-viscous-damper-under-earthquake-loading-energy-balance-equation-kinetic-energy-internal-energy/

• 
  @vaishnavikamble9897Ай бұрын

  link cannot be opened @@saeedmoeini-7abaqus

• 
  @saeedmoeini-7abaqusАй бұрын

  @@vaishnavikamble9897 Try again

• 
  @zeynabgh2031Ай бұрын

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

• 
  @odaysahib5017Ай бұрын

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

• 
  @akulakumar5856Ай бұрын

  What is the purpose of these dampener.

• 
  @saeedmoeini-7abaqusАй бұрын

  To dissipate or absorb energy

• 
  @user-og3ln7ks9v2 ай бұрын

  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 ،

• 
  @user-og3ln7ks9v2 ай бұрын

  آفرین. دسخوش مهندس.

• 
  @user-og3ln7ks9v2 ай бұрын

  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.

• 
  @jyothilekshmijayan28152 ай бұрын

  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

• 
  @samsam44552 ай бұрын

  Dear Sir Thanks for the vidéo. What we should modify if we have two materials? How to impose an initial vélocité to the drop? I'm facing issues in imposing vélocity since you can impose it to à geometrical set and it disappears once you suppress the instance

• 
  @saeedmoeini-7abaqus2 ай бұрын

  Hello I suggest you watch this playlist kzread.info/dash/bejne/kXebrpmAfaSTdaQ.html

• 
  @samsam44552 ай бұрын

  @@saeedmoeini-7abaqus dear Sir Thanks for your reply. I'm asked to use full eulerian model. The pendulum model you've sent me is Lagrangian unfortunately 😞

• 
  @aaronocampo747910 сағат бұрын

  did you ever figure out how to do so?

• 
  @samsam44559 сағат бұрын

  @@aaronocampo7479 no unfortunately

• 
  @anasouzzahra98582 ай бұрын

  Hello sir, i wanna use the Sanisand model for my soil's model , but this model isnt available on ABAQUS,how can i add it using UMAT-subroutine ?

• 
  @MajeedPodcast2 ай бұрын

  Do you know to get the yield displacement or yeild strength as well as stiffness, ductility, dissipated energy and damping ratio? If yes plz respond and i will contact you on your emial.

• 
  @rameshkhanal1432 ай бұрын

  why you did not show any loading values in most of the abaqus simulation. If you provide it will help for the beginner.

• 
  @saeedmoeini-7abaqus2 ай бұрын

  You can get the complete tutorial from this link www.7abaqus.com/product/connection-of-beam-to-column-with-end-plate-bolted-connection-under-monotonic-loading-abaqus/

• 
  @saeedmoeini-7abaqus2 ай бұрын

  Also let me know if you need a discount

• 
  @fanhui-tv46813 ай бұрын

  The URL of this tutorial cannot be opened. Please update the purchase URL information.

• 
  @saeedmoeini-7abaqus3 ай бұрын

  Hello Use this link www.7abaqus.com/product/water-tower-water-tank-under-the-earthquake-loading-abaqus/ Or website www.7abaqus.com

• 
  @ammarvanank3 ай бұрын

  How to apply viscoelastic boundries / dashpots at the boundried for earthquake analysis.?

• 
  @hasnainchangazi53783 ай бұрын

  Can you please send me the model file ?

• 
  @saeedmoeini-7abaqus3 ай бұрын

  You can download it for free from website www.7abaqus.com/product/simulation-of-consolidated-undrained-cu-triaxial-test-abaqus/

• 
  @ramgurjar82643 ай бұрын

  Please share a tutorial for doing spring back analysis in incremental sheet forming process.

• 
  @anasouzzahra98583 ай бұрын

  Hi Sir,why have u used the body force for the NC clay and geostatic stress for the OC clay?

• 
  @saeedmoeini-7abaqus3 ай бұрын

  I defined both body force and initial geostatic stress for each layer

• 
  @mariogalindoq3 ай бұрын

  Nice video, I appreciate. Sorry but the specific weight of water is wrong 1000 instead of 10000. Why are you using Body Force instead of Gravity? May be because you don´t want to put a density of the soil without water? Thank you.

• 
  @saeedmoeini-7abaqus3 ай бұрын

  10000 is true

• 
  @mariogalindoq3 ай бұрын

  Nice video.

• 
  @kopukgitarteli3 ай бұрын

  thank you sir for this video. I have a question, ıf we want to model pin connection. There is a hole for example 90 mm height and 22 mm width. ı want to put a 20 mm pin inside this hole and the pin can move up and downside. But there is a 1 mm gap between pin and the hole surface. how can ı define interaction or how can ı model it ?

• 
  @saeedmoeini-7abaqus3 ай бұрын

  You have to model both the pin itself and the interaction

• 
  @namkhanh52553 ай бұрын

  I did exactly what you just did but when i submit the job it is said that the number of cpus(8) exceeds the number of cpus available (6) can you help me with this error

• 
  @saeedmoeini-7abaqus3 ай бұрын

  Use 4 cores

• 
  @muhammadhamza63674 ай бұрын

  Assalam o alikum sir can we model helical piled raft on Abaqus? Which software is better for such work, Plaxis 3d or Abaqus

• 
  @MrSonyzen4 ай бұрын

  Is there a way in the program to determine the displacement of certain points in vertical direction?

• 
  @saeedmoeini-7abaqus4 ай бұрын

  Yes , For example , See these models kzread.info/dash/bejne/gmWmpKyHqZS_ZKQ.html kzread.info/dash/bejne/eott1Ld9eK-fp8Y.html kzread.info/dash/bejne/aal5s5erZdvLo5M.html

• 
  @engineering7894 ай бұрын

  Can you please tell about cyclic loading for this model

• 
  @mohammadjameelzidan92814 ай бұрын

  very good

• 
  @mohammadjameelzidan92814 ай бұрын

  very good

• 
  @manavsharma80774 ай бұрын

  Nice 👍

• 
  @aksharasp65974 ай бұрын

  Dear Sir, how do i get the pressure time history loading at any point

• 
  @amrmasoud55804 ай бұрын

  Hi I think that CDP cant capture pinching effect , do you think that CDP give accurate seimsic results?

• 
  @moeinlarki25444 ай бұрын

  exellent video how do you calculate tool path in time? I need to draw tool path a truncated cone in matlab

• 
  @user-zs9zl5in5e4 ай бұрын

  also how to make SPSW how to assign properties step by step. plz share it with us

• 
  @saeedmoeini-7abaqus4 ай бұрын

  Hello See this link www.7abaqus.com/product/hysteresis-analysis-of-the-steel-plate-shear-wall-with-partial-connection-abaqus/

• 
  @user-zs9zl5in5e4 ай бұрын

  hello sir hope you are doing great and in good health, sir can you share an abaqus CAE file of steel plate shear wall, i want to simulate

• 
  @user-zs9zl5in5e4 ай бұрын

  Assalam o alikum hope you are doing great. sir can you make a video on 4 to 5 story building how to make a building, how to assemble beams column and perform non linear analysis. it will help me a lot. in my MS project.

• 
  @mariogalindoq4 ай бұрын

  G=E/(2*(1+nu)) with E=200 GPa and G=77.2 GPa, implies nu=0.2953, but with nu=0.3 you obtain G=76.9 GPa. This can be the reason of the subtle difference between 11.57 mm and 11.60 mm.

• 
  @saeedmoeini-7abaqus4 ай бұрын

  Exactly

• 
  @mariogalindoq4 ай бұрын

  Excelente video. Congrats. Maybe repeating this example with SPH could be a nice exercise for comparison purposes. Well done.