Thank you for these vulnerable videos regarding ANSYS, please prepare a tutor on numerical modelling of concrete-filled FRB tubes beams for a four-point loading test. thank you
Thank you for this video! It was so enlightening. If it is possible, please add a video talking about the Contact between diferent materials (i.e. screws x plates, bone x screws). One more time. Thank you!!
@@NotRealEngineering Hello Dear how can I contact you, since I watch your videos, you bring me more comprehensive. So I have one exercise, I would like to share you, how can I resolve with Ansys 2021 R1
Nice tutorial! Do you know how to see the displacement or the stress in fuction of the time? I mean see how they reduce with the time due to damping. Thank you
sir in dynamic analysis where did you input the condition that the load is removed? you changed the end time to 0.02 but the starting time of dynamic analysis is not mentioned and also pressure would be still there right?
sir, your way of explanation is really good. What kind of results do we get when we make analysis on micro-cantilever beams because units are in micrometers and is there any changes in engineering data. Not only a micro-cantilever there are so many micro structures are present and I've a confusion with unit system, so please make a video on that. It is also helpful for the people who are working with micro structures. Thank you.
After solving explicit dynamic it is showing " The minimum number of cores for parallel is 2, using the default setting." what can I do to resolve this?
On what basis is end time selected in explicit dynamic Analysis setting... and How to get deformation vs time plot data after explicit dynamic solution... can u pls help ?
Nice but the Analysis Results of Static and Dynamic have no big difference. In Static system, the results are TD=0.00138m, and Stress=1.735e6Pa And in Dynamic Case the results are 0.00129m and 1.247e6Pa respectively. In Dynamics case the values are less. In my view, these must be more than static. Please, Explain?
Thank you for the very nice explanation. The vibrations amplitude after 190th step is still the same which seems wrong. It should be decreasing as a real case scenario.
How can I model an orthotropic plasticity material behaviour in the LS Dyna workbench? I used the APDL code for modelling of orthotopic bilinear material in static structural but apparently, I can't use the macro code in LS Dyna. Is there any method applicable to create this material model?