On 09/28/2018 03:36 AM, chandra sekhar yaswanth devarakonda wrote:
> Is it possible to extend step-23 to get dynamic analysis of an elastic beam?
Short question short answer: Yes.
(You'd have to use a vector-valued element, of course, and modify the
bilinear form accordingly. But other than that, not much will have to
change.)
Best
W.
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Wolfgang Bangerth email: bange...@colostate.edu
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