Abstract
The post-buckling analysis of a FG column subjected to a free-end axial compressive load where the axis is aligned along the Cartesian x has been carried out. The study has been performed for different free-end angles, and the findings are reported in detail. The material is graded in the radial direction which consists of different materials at inner and outer surface of the cross section. Owing to the solution complexity pertaining to the use Cartesian system, the θ, S plane polar coordinate system has been used to obtain the simple governing nonlinear differential equation. The Galerkin’s finite element formulation has been used to obtain the solution of the FG columns subjected to different loading conditions. For the purpose of analysis, the following loading conditions namely concentrated tip load, uniformly distributed load along the axis, and a uniformly varying load along the axis have been considered. The load parameters are presented for various end slopes, and the results are compared with published results.
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Swamy Naidu, N.V., Suresh Kumar, R. (2022). Post-buckling Analysis of FG Columns Based on Weak Finite Element Formulation. In: Maity, D., et al. Recent Advances in Computational and Experimental Mechanics, Vol—I. Lecture Notes in Mechanical Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-16-6738-1_34
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DOI: https://doi.org/10.1007/978-981-16-6738-1_34
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