Static Response of Double-Layered Pipes via a Perturbation Approach

A double-layered pipe under the effect of static transverse loads is considered here. The mechanical model, taken from the literature and constituted by a nonlinear beam-like structure, is constituted by an underlying Timoshenko beam, enriched with further kinematic descriptors which account for loc...

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Main Authors: Daniele Zulli, Arnaldo Casalotti, Angelo Luongo
Format: Article
Language:English
Published: MDPI AG 2021-01-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/2/886
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author Daniele Zulli
Arnaldo Casalotti
Angelo Luongo
author_facet Daniele Zulli
Arnaldo Casalotti
Angelo Luongo
author_sort Daniele Zulli
collection DOAJ
description A double-layered pipe under the effect of static transverse loads is considered here. The mechanical model, taken from the literature and constituted by a nonlinear beam-like structure, is constituted by an underlying Timoshenko beam, enriched with further kinematic descriptors which account for local effects, namely, ovalization of the cross-section, warping and possible relative sliding of the layers under bending. The nonlinear equilibrium equations are addressed via a perturbation method, with the aim of obtaining a closed-form solution. The perturbation scheme, tailored for the specific load conditions, requires different scaling of the variables and proceeds up to the fourth order. For two load cases, namely, distributed and tip forces, the solution is compared to that obtained via a pure numeric approach and the finite element method.
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spelling doaj.art-17abb7d26c5d476da79f0a95eab345692023-12-03T13:48:51ZengMDPI AGApplied Sciences2076-34172021-01-0111288610.3390/app11020886Static Response of Double-Layered Pipes via a Perturbation ApproachDaniele Zulli0Arnaldo Casalotti1Angelo Luongo2Department of Civil, Construction-Architectural and Environmental Engineering, University of L’Aquila, Piazzale Pontieri, Loc. Monteluco, 67100 L’Aquila, ItalyDepartment of Civil, Construction-Architectural and Environmental Engineering, University of L’Aquila, Piazzale Pontieri, Loc. Monteluco, 67100 L’Aquila, ItalyDepartment of Civil, Construction-Architectural and Environmental Engineering, University of L’Aquila, Piazzale Pontieri, Loc. Monteluco, 67100 L’Aquila, ItalyA double-layered pipe under the effect of static transverse loads is considered here. The mechanical model, taken from the literature and constituted by a nonlinear beam-like structure, is constituted by an underlying Timoshenko beam, enriched with further kinematic descriptors which account for local effects, namely, ovalization of the cross-section, warping and possible relative sliding of the layers under bending. The nonlinear equilibrium equations are addressed via a perturbation method, with the aim of obtaining a closed-form solution. The perturbation scheme, tailored for the specific load conditions, requires different scaling of the variables and proceeds up to the fourth order. For two load cases, namely, distributed and tip forces, the solution is compared to that obtained via a pure numeric approach and the finite element method.https://www.mdpi.com/2076-3417/11/2/886beam-likedouble-layered pipeperturbation methodnonlinear statics
spellingShingle Daniele Zulli
Arnaldo Casalotti
Angelo Luongo
Static Response of Double-Layered Pipes via a Perturbation Approach
Applied Sciences
beam-like
double-layered pipe
perturbation method
nonlinear statics
title Static Response of Double-Layered Pipes via a Perturbation Approach
title_full Static Response of Double-Layered Pipes via a Perturbation Approach
title_fullStr Static Response of Double-Layered Pipes via a Perturbation Approach
title_full_unstemmed Static Response of Double-Layered Pipes via a Perturbation Approach
title_short Static Response of Double-Layered Pipes via a Perturbation Approach
title_sort static response of double layered pipes via a perturbation approach
topic beam-like
double-layered pipe
perturbation method
nonlinear statics
url https://www.mdpi.com/2076-3417/11/2/886
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