Free vibration and buckling analysis of axially functionally graded tapered Timoshenko beams using B-spline-based isogeometric analysis

This study considers Timoshenko beam theory and the isogeometric analysis method to investigate the free vibration and buckling of axially functionally graded (AFG) tapered beams. The governing equations are obtained from the kinematic assumptions of Timoshenko beam theory and Hamilton's princi...

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Main Authors: Farzad Abdi, Aazam Ghasemi, Alireza Ariaei, S. Ali Eftekhari, Mehrdad Nasr, Mohamad Khaje Khabaz, Soheil Salahshour
Format: Article
Language:English
Published: Elsevier 2025-01-01
Series:Heliyon
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Online Access:http://www.sciencedirect.com/science/article/pii/S2405844024173331
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author Farzad Abdi
Aazam Ghasemi
Alireza Ariaei
S. Ali Eftekhari
Mehrdad Nasr
Mohamad Khaje Khabaz
Soheil Salahshour
author_facet Farzad Abdi
Aazam Ghasemi
Alireza Ariaei
S. Ali Eftekhari
Mehrdad Nasr
Mohamad Khaje Khabaz
Soheil Salahshour
author_sort Farzad Abdi
collection DOAJ
description This study considers Timoshenko beam theory and the isogeometric analysis method to investigate the free vibration and buckling of axially functionally graded (AFG) tapered beams. The governing equations are obtained from the kinematic assumptions of Timoshenko beam theory and Hamilton's principle. The isogeometric analysis approach is implemented to solve the motion equations. One-dimensional B-spline basis functions are used to estimate the displacement field, describe the geometry, and illustrate the deformed shapes of the beam. Due to suffering the isogeometric approach from the shear locking phenomenon, the selectively reduced integration is applied. It is shown that this method can mitigate the effect of shear locking. In this attempt, the effect of material non-homogeneity parameters, mass density, Young's modulus, and taper ratio on the critical buckling loads and natural frequencies are considered for various boundary conditions. Several numerical examples show the accuracy and reliability of this method. The obtained results are in accord with the ones in the related articles and can be adopted as future reference solutions.
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institution Kabale University
issn 2405-8440
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publisher Elsevier
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series Heliyon
spelling doaj-art-09f441f015fc4032b1c7a2afa630fdf72025-01-17T04:50:51ZengElsevierHeliyon2405-84402025-01-01111e41302Free vibration and buckling analysis of axially functionally graded tapered Timoshenko beams using B-spline-based isogeometric analysisFarzad Abdi0Aazam Ghasemi1Alireza Ariaei2S. Ali Eftekhari3Mehrdad Nasr4Mohamad Khaje Khabaz5Soheil Salahshour6Department of Mechanical Engineering, University of Delaware, Newark, DE, 19716, USADepartment of Mechanical Engineering, Najafabad Branch, Islamic Azad University, Najafabad, IranDepartment of Mechanical Engineering, Faculty of Engineering, University of Isfahan, Isfahan, IranDepartment of Mechanical Engineering, Khomeinishahr Branch, Islamic Azad University, Khomeinishahr, Iran; Corresponding author.Department of Solid Mechanic, Faculty of Mechanical Engineering, University of Kashan, Kashan, IranDepartment of Mechanical Engineering, Khomeinishahr Branch, Islamic Azad University, Khomeinishahr, IranFaculty of Engineering and Natural Sciences, Istanbul Okan University, Istanbul, Turkey; Faculty of Engineering and Natural Sciences, Bahcesehir University, Istanbul, Turkey; Faculty of Science and Letters, Piri Reis University, Tuzla, Istanbul, TurkeyThis study considers Timoshenko beam theory and the isogeometric analysis method to investigate the free vibration and buckling of axially functionally graded (AFG) tapered beams. The governing equations are obtained from the kinematic assumptions of Timoshenko beam theory and Hamilton's principle. The isogeometric analysis approach is implemented to solve the motion equations. One-dimensional B-spline basis functions are used to estimate the displacement field, describe the geometry, and illustrate the deformed shapes of the beam. Due to suffering the isogeometric approach from the shear locking phenomenon, the selectively reduced integration is applied. It is shown that this method can mitigate the effect of shear locking. In this attempt, the effect of material non-homogeneity parameters, mass density, Young's modulus, and taper ratio on the critical buckling loads and natural frequencies are considered for various boundary conditions. Several numerical examples show the accuracy and reliability of this method. The obtained results are in accord with the ones in the related articles and can be adopted as future reference solutions.http://www.sciencedirect.com/science/article/pii/S2405844024173331BucklingFree vibrationAxially functionally graded materialIsogeometricTapered timoshenko beam
spellingShingle Farzad Abdi
Aazam Ghasemi
Alireza Ariaei
S. Ali Eftekhari
Mehrdad Nasr
Mohamad Khaje Khabaz
Soheil Salahshour
Free vibration and buckling analysis of axially functionally graded tapered Timoshenko beams using B-spline-based isogeometric analysis
Heliyon
Buckling
Free vibration
Axially functionally graded material
Isogeometric
Tapered timoshenko beam
title Free vibration and buckling analysis of axially functionally graded tapered Timoshenko beams using B-spline-based isogeometric analysis
title_full Free vibration and buckling analysis of axially functionally graded tapered Timoshenko beams using B-spline-based isogeometric analysis
title_fullStr Free vibration and buckling analysis of axially functionally graded tapered Timoshenko beams using B-spline-based isogeometric analysis
title_full_unstemmed Free vibration and buckling analysis of axially functionally graded tapered Timoshenko beams using B-spline-based isogeometric analysis
title_short Free vibration and buckling analysis of axially functionally graded tapered Timoshenko beams using B-spline-based isogeometric analysis
title_sort free vibration and buckling analysis of axially functionally graded tapered timoshenko beams using b spline based isogeometric analysis
topic Buckling
Free vibration
Axially functionally graded material
Isogeometric
Tapered timoshenko beam
url http://www.sciencedirect.com/science/article/pii/S2405844024173331
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