Optimal Design of Elastic Circular Plane Arches

Arches represent a structural system adopted in construction practice for thousand years, and they are still widely adopted if large spans have to be covered. The structural efficiency of arches principally depends on the minimization of the eccentricity of the pressure curve, which allow us to redu...

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Main Authors: Francesco Trentadue, Alessandra Fiore, Rita Greco, Giuseppe C. Marano, Nikos D. Lagaros
Format: Article
Language:English
Published: Frontiers Media S.A. 2020-06-01
Series:Frontiers in Built Environment
Subjects:
Online Access:https://www.frontiersin.org/article/10.3389/fbuil.2020.00074/full
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author Francesco Trentadue
Alessandra Fiore
Rita Greco
Giuseppe C. Marano
Nikos D. Lagaros
author_facet Francesco Trentadue
Alessandra Fiore
Rita Greco
Giuseppe C. Marano
Nikos D. Lagaros
author_sort Francesco Trentadue
collection DOAJ
description Arches represent a structural system adopted in construction practice for thousand years, and they are still widely adopted if large spans have to be covered. The structural efficiency of arches principally depends on the minimization of the eccentricity of the pressure curve, which allow us to reduce their structural weight. Despite the millenarian use and a very abundant literature, there is still scope for design optimization of arches. This study is framed within this context and is focused on plane circular arches under uniformly distributed vertical load and self-weight. The arches are elastically clamped at both end sections. A semianalytical approach is developed to minimize the volume, with the aim of determining the fundamental mechanical parameters governing the optimal design. Finally, the results are charted to allow their use in a design process.
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spelling doaj.art-f1118c004de042c79c1ea08ebf1a52e42022-12-21T23:52:00ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622020-06-01610.3389/fbuil.2020.00074535106Optimal Design of Elastic Circular Plane ArchesFrancesco Trentadue0Alessandra Fiore1Rita Greco2Giuseppe C. Marano3Nikos D. Lagaros4Politecnico di Bari, DICAR, Bari, ItalyPolitecnico di Bari, DICAR, Bari, ItalyPolitecnico di Bari, DICATECh, Bari, ItalyDepartment of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Turin, ItalyNational Technical University of Athens, Zografou Campus, Athens, GreeceArches represent a structural system adopted in construction practice for thousand years, and they are still widely adopted if large spans have to be covered. The structural efficiency of arches principally depends on the minimization of the eccentricity of the pressure curve, which allow us to reduce their structural weight. Despite the millenarian use and a very abundant literature, there is still scope for design optimization of arches. This study is framed within this context and is focused on plane circular arches under uniformly distributed vertical load and self-weight. The arches are elastically clamped at both end sections. A semianalytical approach is developed to minimize the volume, with the aim of determining the fundamental mechanical parameters governing the optimal design. Finally, the results are charted to allow their use in a design process.https://www.frontiersin.org/article/10.3389/fbuil.2020.00074/fullarchbending springsforce methodvolume minimizationoptimal design
spellingShingle Francesco Trentadue
Alessandra Fiore
Rita Greco
Giuseppe C. Marano
Nikos D. Lagaros
Optimal Design of Elastic Circular Plane Arches
Frontiers in Built Environment
arch
bending springs
force method
volume minimization
optimal design
title Optimal Design of Elastic Circular Plane Arches
title_full Optimal Design of Elastic Circular Plane Arches
title_fullStr Optimal Design of Elastic Circular Plane Arches
title_full_unstemmed Optimal Design of Elastic Circular Plane Arches
title_short Optimal Design of Elastic Circular Plane Arches
title_sort optimal design of elastic circular plane arches
topic arch
bending springs
force method
volume minimization
optimal design
url https://www.frontiersin.org/article/10.3389/fbuil.2020.00074/full
work_keys_str_mv AT francescotrentadue optimaldesignofelasticcircularplanearches
AT alessandrafiore optimaldesignofelasticcircularplanearches
AT ritagreco optimaldesignofelasticcircularplanearches
AT giuseppecmarano optimaldesignofelasticcircularplanearches
AT nikosdlagaros optimaldesignofelasticcircularplanearches