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Article

An Assumed Stress Hybrid Finite Element for Buckling Analysis

by
Kutlu Darılmaz
Department of Civil Engineering, Istanbul Technical University, 34469, Maslak, Istanbul, Turkey
Math. Comput. Appl. 2011, 16(3), 690-701; https://doi.org/10.3390/mca16030690
Published: 1 December 2011
Versions Notes

Abstract

An assumed stress 8-node hybrid finite element is presented for buckling analysis. The formulation is based on Hellinger-Reissner variational principle. The element has 24 membrane degrees of freedom and 24 bending degrees of freedom. The stress stiffness matrix is derived by using the Green-Lagrange strains. The element performance is assessed by comparison with numerical examples.
Keywords: Hybrid finite element; buckling Hybrid finite element; buckling

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MDPI and ACS Style

Darılmaz, K. An Assumed Stress Hybrid Finite Element for Buckling Analysis. Math. Comput. Appl. 2011, 16, 690-701. https://doi.org/10.3390/mca16030690

AMA Style

Darılmaz K. An Assumed Stress Hybrid Finite Element for Buckling Analysis. Mathematical and Computational Applications. 2011; 16(3):690-701. https://doi.org/10.3390/mca16030690

Chicago/Turabian Style

Darılmaz, Kutlu. 2011. "An Assumed Stress Hybrid Finite Element for Buckling Analysis" Mathematical and Computational Applications 16, no. 3: 690-701. https://doi.org/10.3390/mca16030690

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