Calculation of Linear Buckling Load for Frames Modeled with One-Finite-Element Beams and Columns

Critical linear buckling load calculation is one of the possible ways to check structural stability. Structural analysis programs usually model beams and columns with just one element, but this is not enough to obtain an accurate value of the critical buckling load when the buckling mode is associat...

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Main Authors: Javier Urruzola, Iñaki Garmendia
Format: Article
Language:English
Published: MDPI AG 2023-05-01
Series:Computation
Subjects:
Online Access:https://www.mdpi.com/2079-3197/11/6/109
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author Javier Urruzola
Iñaki Garmendia
author_facet Javier Urruzola
Iñaki Garmendia
author_sort Javier Urruzola
collection DOAJ
description Critical linear buckling load calculation is one of the possible ways to check structural stability. Structural analysis programs usually model beams and columns with just one element, but this is not enough to obtain an accurate value of the critical buckling load when the buckling mode is associated with an effective length that is less than twice the element length. This paper presents a method for the accurate calculation of the buckling load of frames modeled with only one finite element per structural element. For this purpose, a local correction is applied to some elements a few times until convergence is achieved. The validity of the presented method is confirmed by several examples ranging from simple canonical cases to large structures.
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spelling doaj.art-19caa82665c2440b910b655eda35337c2023-11-18T09:54:01ZengMDPI AGComputation2079-31972023-05-0111610910.3390/computation11060109Calculation of Linear Buckling Load for Frames Modeled with One-Finite-Element Beams and ColumnsJavier Urruzola0Iñaki Garmendia1Mechanical Engineering Department, Engineering School of Gipuzkoa, University of the Basque Country UPV/EHU, Plaza de Europa, 1, E-20018 Donostia-San Sebastián, SpainMechanical Engineering Department, Engineering School of Gipuzkoa, University of the Basque Country UPV/EHU, Plaza de Europa, 1, E-20018 Donostia-San Sebastián, SpainCritical linear buckling load calculation is one of the possible ways to check structural stability. Structural analysis programs usually model beams and columns with just one element, but this is not enough to obtain an accurate value of the critical buckling load when the buckling mode is associated with an effective length that is less than twice the element length. This paper presents a method for the accurate calculation of the buckling load of frames modeled with only one finite element per structural element. For this purpose, a local correction is applied to some elements a few times until convergence is achieved. The validity of the presented method is confirmed by several examples ranging from simple canonical cases to large structures.https://www.mdpi.com/2079-3197/11/6/109structureframemechanicallinear bucklingfinite elementbeam
spellingShingle Javier Urruzola
Iñaki Garmendia
Calculation of Linear Buckling Load for Frames Modeled with One-Finite-Element Beams and Columns
Computation
structure
frame
mechanical
linear buckling
finite element
beam
title Calculation of Linear Buckling Load for Frames Modeled with One-Finite-Element Beams and Columns
title_full Calculation of Linear Buckling Load for Frames Modeled with One-Finite-Element Beams and Columns
title_fullStr Calculation of Linear Buckling Load for Frames Modeled with One-Finite-Element Beams and Columns
title_full_unstemmed Calculation of Linear Buckling Load for Frames Modeled with One-Finite-Element Beams and Columns
title_short Calculation of Linear Buckling Load for Frames Modeled with One-Finite-Element Beams and Columns
title_sort calculation of linear buckling load for frames modeled with one finite element beams and columns
topic structure
frame
mechanical
linear buckling
finite element
beam
url https://www.mdpi.com/2079-3197/11/6/109
work_keys_str_mv AT javierurruzola calculationoflinearbucklingloadforframesmodeledwithonefiniteelementbeamsandcolumns
AT inakigarmendia calculationoflinearbucklingloadforframesmodeledwithonefiniteelementbeamsandcolumns