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Math. Comput. Appl. 2011, 16(3), 690-701; doi:10.3390/mca16030690

An Assumed Stress Hybrid Finite Element for Buckling Analysis

Department of Civil Engineering, Istanbul Technical University, 34469, Maslak, Istanbul, Turkey
Published: 1 December 2011
Download PDF [313 KB, uploaded 24 March 2016]


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
This is an open access article distributed under the Creative Commons Attribution License (CC BY 3.0).

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Darılmaz, K. An Assumed Stress Hybrid Finite Element for Buckling Analysis. Math. Comput. Appl. 2011, 16, 690-701.

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Math. Comput. Appl. EISSN 2297-8747 Published by MDPI AG, Basel, Switzerland RSS E-Mail Table of Contents Alert
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