good

Thank you🎉

Wonderful tutorial, I learned much. You must be a good teacher.

Element type must be explicit?

Great tutorials! Very well explained! Thanks for sharing!

Can ALE can be applied to S4R element type in explicit dynamic?

sehr schade, dass dieses Video keine Erklärung und keine Stimme hat !

You forgot to create a Continuous Shell element example.

The third way of mass scaling is a brilliant approach; I never thought about going this way. I will not use it right now, but maybe sometime in the future it will be helpful. Thank you!

Great tutorial, thank you.

This video should be before the video you name Contact #6

Nice, video.

Thank you so much for the amazing tutorial, very clear.

Thanks for the explanation!

How to apply The constant friction shear factor or friction factor (m) in Abaqus Explicit instead of the friction coefficient ?

Very hlepful videos, please can make videos for ALE analysis

How to derive the strain energy in a single element? Simply by 0.5*stress*strain and use shape function representation?

Can we get warpages of the parts through this method?

Gut und kurz erklärt, danke.

wow wow wow, I like your opening remarks！

Thanks for the tutorial, it was really helpful and interesting to watch, great work!

How to avoid penetration of master surface into the slave surface ? Can anyone help

hey guys how to convert 3d to 2d body, please help.

Great Series Sir. Thanks for it. Can you please make a video about how to use CEL in abaqus for Friction Stir Welding.

Thanks for the informative video. For my simulation I used the classical Columb's approach and input a conservatives value of coefficient of friction as 0.3 (dont have any literature for the exact value of this between cold formed steel and grout ). However, I have also seen people model the contact bond stress -slip and shear force - slip using spring element. If we use the Columns approach then we dont need to define these force -slip relationships in FE model ??

Unable to view assigned beam .. in viewport !! Can u help

How to make a rigid body isothermal @290 degree c

How can I do thermo mechanical model using rigid tool and deformable specimen

Hi, this video is very informative. I am a master's student and I am doing ECAP simulation in ABAQUS on Mg alloy and at 290 degrees C. Which properties I should add to materials and how can I find C.o.F. for the process? ECAP angle is 90

Is it posible to render the thickness of the Shell continuos elements?? Thanks in advance.

Thanks 😀I would love to create the same thing by changing some aspects and parameters

Marvelous, thanks

Within the Abaqus/Explicit VUEL (user element) there is a variable "a" for the "accelerations of the variables at the end of the current increment", is this equivalent to dot(dot(u))^i ? if so, how does the solver know a priori the result of inv(M)*(F-I)? or is this "a" variable dot(dot(u))^(i-1)? thank you!

deine Aussprache scheint Sie kommen aus Deutschland

If it is possible for you to learn modeling of energy piles

Thanks for this video . i have some questions ,how i can contact you?

What is unit used

Thank you so much for your explanations...

thanks!

This video helped me a lot more than my lecturer. You're a lifesaver!

Thanks for the this brief explanation which was I need at the first step before going the details in the ABAQUS User Documentation which would be unclear without this video.

Thank you very much. This is more clear explanation than the user assistance..

Thanks a lot for your great explanation sir.

very good thanks

Thanks for the post. Can I ask a question please? when you enter the plastic strain-stress curve, which direction values you pick? rolling direction or what? and why? Many thanks

Also, i have something similar problem but when I open the die after the pressing, the plate also moves upward. I have tried several things but dont know how to keep the plate stationery. I can also not see the transient and steady state options in step editor :(

How would you show the part only in the results and not the dies ?

can you tell me how would you see the bending stresses after this processing ? I believe bending stresses are SM in abaqus thanks !

Amazing. Thanks a tonne sir It helped a lot

Can you provide this slides!!