Elementi di interfaccia per l’analisi di strutture murarie

The present paper deals with the modelling of the mechanical behaviour of masonry elements regarded as heterogeneous systems, made of mortar, bricks and interfaces. Thus, the adopted computational strategy consists in modelling the brick units, the mortar joints and the interfaces responsible for th...

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Main Authors: Elio Sacco, Jessica Toti
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2013-04-01
Series:Fracture and Structural Integrity
Online Access:https://www.fracturae.com/index.php/fis/article/view/41
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author Elio Sacco
Jessica Toti
author_facet Elio Sacco
Jessica Toti
author_sort Elio Sacco
collection DOAJ
description The present paper deals with the modelling of the mechanical behaviour of masonry elements regarded as heterogeneous systems, made of mortar, bricks and interfaces. Thus, the adopted computational strategy consists in modelling the brick units, the mortar joints and the interfaces responsible for the mortarbrick decohesion mechanisms; to this end, a special interface model combining damage and friction is proposed. A numerical procedure, based on the backward Euler time-integration scheme, is introduced; the time step is solved adopting a displacement driven predictor-corrector scheme. Some numerical applications are performed in order to assess the performances of the proposed model and algorithm in reproducing the nonlinear response of masonry material due to damage localization. Finally, a masonry arch model is studied, comparing the numerical results with experimental ones; it is show the ability of the proposed model to simulate the global behaviour of the arch structure in term of ultimate load and collapse mechanism.
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institution Kabale University
issn 1971-8993
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publishDate 2013-04-01
publisher Gruppo Italiano Frattura
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series Fracture and Structural Integrity
spelling doaj-art-e10e34018c714ca28382e94c444516602025-01-02T23:00:54ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932013-04-013810.3221/IGF-ESIS.08.01Elementi di interfaccia per l’analisi di strutture murarieElio Sacco0Jessica Toti1Università di CassinoUniversità di CassinoThe present paper deals with the modelling of the mechanical behaviour of masonry elements regarded as heterogeneous systems, made of mortar, bricks and interfaces. Thus, the adopted computational strategy consists in modelling the brick units, the mortar joints and the interfaces responsible for the mortarbrick decohesion mechanisms; to this end, a special interface model combining damage and friction is proposed. A numerical procedure, based on the backward Euler time-integration scheme, is introduced; the time step is solved adopting a displacement driven predictor-corrector scheme. Some numerical applications are performed in order to assess the performances of the proposed model and algorithm in reproducing the nonlinear response of masonry material due to damage localization. Finally, a masonry arch model is studied, comparing the numerical results with experimental ones; it is show the ability of the proposed model to simulate the global behaviour of the arch structure in term of ultimate load and collapse mechanism.https://www.fracturae.com/index.php/fis/article/view/41
spellingShingle Elio Sacco
Jessica Toti
Elementi di interfaccia per l’analisi di strutture murarie
Fracture and Structural Integrity
title Elementi di interfaccia per l’analisi di strutture murarie
title_full Elementi di interfaccia per l’analisi di strutture murarie
title_fullStr Elementi di interfaccia per l’analisi di strutture murarie
title_full_unstemmed Elementi di interfaccia per l’analisi di strutture murarie
title_short Elementi di interfaccia per l’analisi di strutture murarie
title_sort elementi di interfaccia per l analisi di strutture murarie
url https://www.fracturae.com/index.php/fis/article/view/41
work_keys_str_mv AT eliosacco elementidiinterfacciaperlanalisidistrutturemurarie
AT jessicatoti elementidiinterfacciaperlanalisidistrutturemurarie