@@arsitech-ltd I have a small suggestion, in the future, you could try and structure your videos with fundamentals and then tutorials on software, in that way one can understand the fundamentals and apply it in ANSYS, Nastran, calculix, FEMAP etc. Not many people use Abaqus, but if i understand the fundamentals, i can use just about any FEA software. Thank you again for your good service.
Dear, all upload video in Abaqus playlist having fundamental..which surely help to know fundamental of FEA regardless of software. I'll put more fundamental.
Dear, Contours in time dominant analysis (transient) are always depends on time if variable mode of contour plot is used. Be default contour plotted between first and last value..that can be modified. Contour of Pile nothing to do with transient or static analysis. By default piles Stress results available online for one layer (bottom). One can modify visibility of results at different piles.
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You may not be famous, but your videos are great and you will be blessed for your sharing your knowledge.
Thanks for such appreciation.
@@arsitech-ltd I have a small suggestion, in the future, you could try and structure your videos with fundamentals and then tutorials on software, in that way one can understand the fundamentals and apply it in ANSYS, Nastran, calculix, FEMAP etc. Not many people use Abaqus, but if i understand the fundamentals, i can use just about any FEA software. Thank you again for your good service.
Dear, all upload video in Abaqus playlist having fundamental..which surely help to know fundamental of FEA regardless of software.
I'll put more fundamental.
Great 👍
Hi, I think, Linear and nonlinear are based on material or geometry behaviour. Static and dynamic s are based on load types.
Yes,
Here my point is - static analysis can be nonlinear..
And dynamic analysis can be linear.
Is that contours time dependent variation or length dependent
Dear,
What do you meant by length dependent contour ?
@@arsitech-ltd sir i meant that in the case of a pile , are the contours dependent upon the depth of pile or are they time dependent
Dear,
Contours in time dominant analysis (transient) are always depends on time if variable mode of contour plot is used. Be default contour plotted between first and last value..that can be modified.
Contour of Pile nothing to do with transient or static analysis.
By default piles Stress results available online for one layer (bottom). One can modify visibility of results at different piles.