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The recourse to evolutionary strategies for the limit calculation of voussoir arches in heritage buildings

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Języki publikacji
EN
Abstrakty
EN
In the past centuries, masonry arches were the unique option for builders having to carry heavy loads over large spans. They were later neglected as the advantages of other solutions had been discovered. Today they represent a contemporary challenge for people engaged in heritage preservation. In accordance with international guidelines, the interventions that are avoidable should be avoided and an important responsibility is in the hands of civil engineers and architects. As the continuation of preliminary research published in the present journal, this paper proposes an innovative approach in the wellknown field of the Limit Analysis theory. After a short presentation of the context, the arch limit behavior is formulated as a constrained optimization problem solved through evolutionary strategies. A tool, implementing this approach in the Matlab environment, has been described and its validation has been proposed by a comparison with numerical results (ABAQUS) obtained on different morphologies.
Słowa kluczowe
Rocznik
Tom
Strony
73--86
Opis fizyczny
Bibliogr. 13 poz.
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autor
autor
autor
Bibliografia
  • 1.Heyman J., The masonry arch, Ellis Horwood editor, (1982), 117 pages
  • 2.Save M., La théorie des charges limites et son application aux maçonneries. Restauration des Ouvrages et des Structures, (1983), 249-280
  • 3.Datoussaïd S., Guerlement G., Descamps T. Applications of evolutionary strategies to optimal design of mechanical systems. Foundations of Civil and Environmental Enginering, PUT Publishing House, 7 (2006), 140-147
  • 4.Delbecq JM., Analyse de la stabilité des voûtes en maçonnerie de Charles Augustin Coulomb à nos jours, Annales des Ponts et Chaussées, 3 (1981), 36-43
  • 5.Descamps T., Datoussaïd S., Van Parys L., Discrete minimum weight design under static and dynamic constraints, 9th World Conference on Timber Engineering, Proceedings, (2006)
  • 6.Lamblin D., Van Parys L., Descamps T., Numerical and experimental approaches of arches affected by horizontal springing displacements. Foundations of Civil and Environmental Enginering, 7 (2006), 201-213
  • 7.Melbourne C., Gilbert M., Modelling masonry arch bridges. Computational modeling of masonry, brickwork and blockwork structures, (2001), 197-220
  • 8.Pippard A., Ashby R., An experimental study of the voussoir arch. Journal of the Institution of Civil Engineers, (1939), 383-404
  • 9.S mars P., Etudes sur la stabilité des arcs et voûtes - Confrontation des méthodes de l’analyse limite aux voûtes gothiques en Brabant, PhD thesis Katholieke Universiteit Leuven, (2000), 123 pages
  • 10.Gilbert M., Melbourne C., Rigid-block analysis of masonry structures. The Structural Engineer, (1994), 356-361
  • 11.Kooharian A., Limit analysis of voussoir (segmental) and concrete arches, Journal of American Concrete Institute, 24 (1952), 317-328
  • 12.Massonnet J. Calcul plastique des constructions, CBLIA editor, (1967), 547 pages
  • 13.Koiter W.T., General theorems for elastic-plastic solids. Progress in Solids Mechanics, (1963), 165-222
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPP1-0092-0096
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