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At 6:25 , 0.1 from input for MXEPS on the *MAT_ADD_Erosion card for concrete. How was 0.1 determined? Do you have a reference for it. I have been trying to find a reference for a good erosion value when modeling concrete using 072R3. For unconfined concrete, peak strength is typically at about 0.002 strain and it for reinforced concrete, the cover begins to spall at about twice that (0.004) according to J.B. Mander (J. Struct. Eng., 1988). Are you using 0.1 due to the high strain rate? You results look really good. Just looking for a reference to show my management 🙂 Thanks!

at 6:25 , In the *MAT_ADD_EROSION section, how can the parameter MXEPS be calculated? Is it computed as the ratio between the maximum principal stress and the elastic modulus? However, since steel has a plastic deformation stage, how is this parameter calculated for steel?

Question; at the end of the first video, where you create the column model, the list at the top left only had Assembly 1 and FEM Parts. But, at the very start of the second video, there is now "Geom Parts" and "Part 1". Is there a missing step between video 1 and 2?

What language is he speaking?

Hi sir I am grateful for the knowledge you have shared on this platform. Occasionally, I have difficulty comprehending your English.

Any course available for ansys software

Hello! Do you have a tutorial to do this? This would help me a lot in my homework

looks nice... but it's a little boring...🥱

i have a question for u. how to create model reinforce concrete with steel bar? i need to create model concrete in real live to simualate. Thank you so much

Please one extra initial volume fraction geometry video. You are perfect .

nice thank you

Hello i want to ask my when i want to 'analyse all' my simulation di not progressing

Hello, I have a few questions regarding thermal and harmonic analysis of a part in Ansys. My first question is, I will keep it at 23°C for 1 hour. Then I will reduce it by 3°C per minute and wait for it to reach -60°C. When it reaches -60°C, I have to keep it at this temperature for 2 hours. Then I will increase it by 3°C per minute and wait for it to reach 23°C. I will keep it at 23°C for 2 hours. My second question is that I will need to keep the relevant part in a 90% humidity environment at 30°C for 1 hour, and at 50°C in a 95% environment for 3 hours. My 3rd question is that I will subject the relevant part to 3g peak-to-peak simple harmonic analysis from 10 Hz to 60 Hz in every 3 axes for 10 minutes. How do I do this type of work in Ansys workbench ? Can you make an example application? Thank you for your answer, best regards...

What will be erosion criteria for concrete MAT_072R3 ? And how can we find depth of crack in concrete? The concrete slab is subjected to airblast load.

hi. in this tutorial, You did not any value for diameter of rebar. What is the reason of this.

Firstly, thank you for tutorial. ı have a question. when you did beam section you wrote TS1=25 and TS2=25 for both rebars. Are these values diameter for rebars? if these values are diameter, longitudinal and transverse rebars diameter have same thickness. This is wrong in civil engineering.Transverse rebars have mostly 10 mm diameter. in this tutorial, did you not care these values.about rebar thickness.

Hi. 1. Are there any different for straight rebars about cross section x or y direction. do I define third node direction y for straight rebars 2. you defined third node for rectangle rebars z direction. why did you define z direction? the reason for this, you transform z direction to rectangle rebars? do you explain to use third node for beam element, please. thank you tutorial.

Is there the complete tutorial?

why the refincement has no change 🥲

I got an error when it running that beam 228 has zero area this message had occured lots of times

In which direction we hv to give 3rd node direction for stirrups and main bars in beam?

Sir how you created stirrups?

Could you share .K file? No matter what I do, the results of the analysis are not good. (No load is applied to the reinforcing bar, and the concrete element is not removed.)

I want to join Dfetech please tell me about course

Could you share the 3d CAD model used in the simulation?

How much is the blast load applied here?

at 19:03 it appears a " 1000 auto created PART". I don't understand how you can add an auto-created part. Can you please explain? Thanks. Great tutorial anyway.

so the values of curve 1 are all 0,why?

Hi there, Nice tutorial but, could you please shoot the full video comprising *material, *section, *LBE load definitions and analysis result interpretations please? Thank you.

Thank You. I really appreciate that. Please continue shooting another LS-DYNA videos on RC structural elements.

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