Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model

This article deals with an analysis of the behaviour of brick ceramic walls. The behaviour of the walls was analysed experimentally in order to obtain their bearing capacity under static loading and their seismic resistance. Simultaneously, numerical simulations of the experiments were carried out i...

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Main Authors: V. Salajka, J. Klouda, P. Hradil
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2017-01-01
Series:Fracture and Structural Integrity
Subjects:
Online Access:http://www.gruppofrattura.it/pdf/rivista/numero39/numero_39_art_10.pdf
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author V. Salajka
J. Klouda
P. Hradil
author_facet V. Salajka
J. Klouda
P. Hradil
author_sort V. Salajka
collection DOAJ
description This article deals with an analysis of the behaviour of brick ceramic walls. The behaviour of the walls was analysed experimentally in order to obtain their bearing capacity under static loading and their seismic resistance. Simultaneously, numerical simulations of the experiments were carried out in order to obtain additional information on the behaviour of masonry walls made of ceramic blocks. The results of the geometrically and materially nonlinear computations were compared to the results of the performed tests.
format Article
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issn 1971-8993
1971-8993
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publisher Gruppo Italiano Frattura
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series Fracture and Structural Integrity
spelling doaj-art-161677a492c64aab8aae554ab9fbc91c2025-08-20T02:51:39ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89931971-89932017-01-011139889910.3221/IGF-ESIS.39.10Numerical simulations of tests masonry walls from ceramic block using a detailed finite element modelV. Salajka0J. Klouda1P. Hradil2Brno University of Technologye, Czech RepublicTechnical and Test Institute for Construction Prague, Czech RepublicBrno University of Technologye, Czech RepublicThis article deals with an analysis of the behaviour of brick ceramic walls. The behaviour of the walls was analysed experimentally in order to obtain their bearing capacity under static loading and their seismic resistance. Simultaneously, numerical simulations of the experiments were carried out in order to obtain additional information on the behaviour of masonry walls made of ceramic blocks. The results of the geometrically and materially nonlinear computations were compared to the results of the performed tests.http://www.gruppofrattura.it/pdf/rivista/numero39/numero_39_art_10.pdfCeramic blocksMathematical model of a wallFinite Element Method
spellingShingle V. Salajka
J. Klouda
P. Hradil
Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model
Fracture and Structural Integrity
Ceramic blocks
Mathematical model of a wall
Finite Element Method
title Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model
title_full Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model
title_fullStr Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model
title_full_unstemmed Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model
title_short Numerical simulations of tests masonry walls from ceramic block using a detailed finite element model
title_sort numerical simulations of tests masonry walls from ceramic block using a detailed finite element model
topic Ceramic blocks
Mathematical model of a wall
Finite Element Method
url http://www.gruppofrattura.it/pdf/rivista/numero39/numero_39_art_10.pdf
work_keys_str_mv AT vsalajka numericalsimulationsoftestsmasonrywallsfromceramicblockusingadetailedfiniteelementmodel
AT jklouda numericalsimulationsoftestsmasonrywallsfromceramicblockusingadetailedfiniteelementmodel
AT phradil numericalsimulationsoftestsmasonrywallsfromceramicblockusingadetailedfiniteelementmodel