When we solve an elasticity problem with a high order FEM, why are the second gradient of displacement and the element size inversely proportional?
Thanks Andrew, I got an answer from my friend Enrique Nadal Soriano, and I am just copying it here:
"In FEM in general the gradient of the solution is evaluated with the
gradient of the shape functions. Usually the shape functions are
evaluated in a local space and thus its gradients. When evaluate these
gradients in the physical space (X,Y,Z) coordinates we need the Jacobian
to transformate the derivatives in the local space to the global space,
that at the end is relaed with the element size. I hope to answer your
question!"
i am unable to interpret why its increases in start as shown in figure
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