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Questions related from Pardeep Kumar
i was modeling a simple soil sample under static load(general static step) having elastic modulus 20mPa and poisson ratio .35. My model was working good. but when i decreased the modulus of...
06 October 2021 2,606 1 View
i want to make an 3D model (like rail with sleeper supported on rigid base ), i want assume that there in no strain in the direction of rail (using plain strain condition), can i do this in abaqus...
24 September 2021 5,470 1 View
It is offenly said that for large deformation problem use implicit Or explicit step instead of general step, why abaqus general gives error for large deformation problem??
17 September 2021 4,487 3 View
in expotent and hyperbolic form they have used the q, i can understand this q. but what is t. if it is same then why they have represented same thing in different way
16 September 2021 4,343 1 View
i was going through a research paper, in that paper researcher has used the C3D4R mesh element. i was trying to replicate that model. i find the tetrahedral element with 4 nodes , but i unable...
15 September 2021 6,652 3 View
i was dealing with one of the elastic material problem, firstly when i applied small load it given me good result, but when i increased the load (approx three times) , it showed me error, i...
14 September 2021 5,772 3 View
i was working in the abaqus for ducker prager material , and i have to mention the cohesion value for the material ,but there was not option for cohesion , what can be reason behind it??
05 September 2021 7,330 1 View
