Limitation of Classical Bending Theory in Isotropic and FRP Beams
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2017, Vol 5, Issue 6
Abstract
In this paper, the deflections and the bending stresses of beam due to a uniform load, for various dimensions of the beam, are calculated by using classical beam bending theory and the same is once again calculated by modeling the problem as a 3- dimensional and 2-dimensional plane stress problem using ANSYS. The results are then compared to find the limitations of using 1 dimensional and 2 dimensional approaches for calculations of deflections and stresses.
Authors and Affiliations
Bapi Raju V, Balakrishna Murthy V, Prasanna K. G. L
Keywords
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