Evaluation of Stress Distribution of Isotropic, Composite, and FG Beams with Different Geometries in Nonlinear Regime via Carrera-Unified Formulation and Lagrange Polynomial Expansions

In this study, the geometrically nonlinear behaviour caused by large displacements and rotations in the cross sections of thin-walled composite beams subjected to axial loading is investigated. Newton–Raphson scheme and an arc length method are used in the solution of nonlinear equations by finite e...

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Autores principales: Erasmo Carrera, Munise Didem Demirbas, Riccardo Augello
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Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/b3b872e4c81b428a815d35ca900c3d88
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spelling oai:doaj.org-article:b3b872e4c81b428a815d35ca900c3d882021-11-25T16:33:24ZEvaluation of Stress Distribution of Isotropic, Composite, and FG Beams with Different Geometries in Nonlinear Regime via Carrera-Unified Formulation and Lagrange Polynomial Expansions10.3390/app1122106272076-3417https://doaj.org/article/b3b872e4c81b428a815d35ca900c3d882021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/22/10627https://doaj.org/toc/2076-3417In this study, the geometrically nonlinear behaviour caused by large displacements and rotations in the cross sections of thin-walled composite beams subjected to axial loading is investigated. Newton–Raphson scheme and an arc length method are used in the solution of nonlinear equations by finite element method to determine the mechanical effect. The Carrera-Unified formulation (CUF) is used to solve nonlinear, low or high order kinematic refined structure theories for finite beam elements. In the study, displacement area and stress distributions of composite structures with different angles and functionally graded (FG) structures are presented for Lagrange polynomial expansions. The results show the accuracy and computational efficiency of the method used and give confidence for new research.Erasmo CarreraMunise Didem DemirbasRiccardo AugelloMDPI AGarticleCarrera-Unified formulationgeometrical nonlinear regimecomposite structuresfunctionally graded structuresTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10627, p 10627 (2021)
institution DOAJ
collection DOAJ
language EN
topic Carrera-Unified formulation
geometrical nonlinear regime
composite structures
functionally graded structures
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle Carrera-Unified formulation
geometrical nonlinear regime
composite structures
functionally graded structures
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Erasmo Carrera
Munise Didem Demirbas
Riccardo Augello
Evaluation of Stress Distribution of Isotropic, Composite, and FG Beams with Different Geometries in Nonlinear Regime via Carrera-Unified Formulation and Lagrange Polynomial Expansions
description In this study, the geometrically nonlinear behaviour caused by large displacements and rotations in the cross sections of thin-walled composite beams subjected to axial loading is investigated. Newton–Raphson scheme and an arc length method are used in the solution of nonlinear equations by finite element method to determine the mechanical effect. The Carrera-Unified formulation (CUF) is used to solve nonlinear, low or high order kinematic refined structure theories for finite beam elements. In the study, displacement area and stress distributions of composite structures with different angles and functionally graded (FG) structures are presented for Lagrange polynomial expansions. The results show the accuracy and computational efficiency of the method used and give confidence for new research.
format article
author Erasmo Carrera
Munise Didem Demirbas
Riccardo Augello
author_facet Erasmo Carrera
Munise Didem Demirbas
Riccardo Augello
author_sort Erasmo Carrera
title Evaluation of Stress Distribution of Isotropic, Composite, and FG Beams with Different Geometries in Nonlinear Regime via Carrera-Unified Formulation and Lagrange Polynomial Expansions
title_short Evaluation of Stress Distribution of Isotropic, Composite, and FG Beams with Different Geometries in Nonlinear Regime via Carrera-Unified Formulation and Lagrange Polynomial Expansions
title_full Evaluation of Stress Distribution of Isotropic, Composite, and FG Beams with Different Geometries in Nonlinear Regime via Carrera-Unified Formulation and Lagrange Polynomial Expansions
title_fullStr Evaluation of Stress Distribution of Isotropic, Composite, and FG Beams with Different Geometries in Nonlinear Regime via Carrera-Unified Formulation and Lagrange Polynomial Expansions
title_full_unstemmed Evaluation of Stress Distribution of Isotropic, Composite, and FG Beams with Different Geometries in Nonlinear Regime via Carrera-Unified Formulation and Lagrange Polynomial Expansions
title_sort evaluation of stress distribution of isotropic, composite, and fg beams with different geometries in nonlinear regime via carrera-unified formulation and lagrange polynomial expansions
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/b3b872e4c81b428a815d35ca900c3d88
work_keys_str_mv AT erasmocarrera evaluationofstressdistributionofisotropiccompositeandfgbeamswithdifferentgeometriesinnonlinearregimeviacarreraunifiedformulationandlagrangepolynomialexpansions
AT munisedidemdemirbas evaluationofstressdistributionofisotropiccompositeandfgbeamswithdifferentgeometriesinnonlinearregimeviacarreraunifiedformulationandlagrangepolynomialexpansions
AT riccardoaugello evaluationofstressdistributionofisotropiccompositeandfgbeamswithdifferentgeometriesinnonlinearregimeviacarreraunifiedformulationandlagrangepolynomialexpansions
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