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New shear lock free finite elements with arbitrary higher order derivative
Sun, 2014-08-03 06:59 - psubbu2000
A set of highly efficient and shear lock free finite elements based on Timoshenko beam and Reissner-Mindlin plate theories has been developed for the analysis of thin and thick structures. These elements have arbitrary higher order derivatives and do not require any spcial integration scheme. All are isoparametric elements.
P.Subramanian
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interesting. Do you have a
interesting. Do you have a paper descriping its details?
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Since the application of this new procedure is vast, I am continuing this research work. Hence it is not published