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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F13%3A00217829%21RIV14-MK0-21110___
rdf:type
n15:Vysledek skos:Concept
rdfs:seeAlso
http://icmm3.ippt.gov.pl/icmm3_book_of_abstracts-a4paper.pdf
dcterms:description
The most common failure of masonry structures is cracking of bed joints due to excessive shear loading. This paper is focused on the performance of bed joints having various thicknesses and being reinforced with large-size aggregates of different properties, when subjected to pure shear or shear and compression. In particular, the attention is paid to the damage localization, utilizing the non-local formulation of anisotropic damage model. The analysis results indicate that the bed joints of lower thickness exhibit higher strength and that the presence of low quality aggregates, such as crushed bricks, contributes to a distributed cracking instead of its localization into a major crack. The findings explain the good performance of many historical masonry structures. The most common failure of masonry structures is cracking of bed joints due to excessive shear loading. This paper is focused on the performance of bed joints having various thicknesses and being reinforced with large-size aggregates of different properties, when subjected to pure shear or shear and compression. In particular, the attention is paid to the damage localization, utilizing the non-local formulation of anisotropic damage model. The analysis results indicate that the bed joints of lower thickness exhibit higher strength and that the presence of low quality aggregates, such as crushed bricks, contributes to a distributed cracking instead of its localization into a major crack. The findings explain the good performance of many historical masonry structures.
dcterms:title
Finite Element Analysis of Masonry Bed-Joint Damage Finite Element Analysis of Masonry Bed-Joint Damage
skos:prefLabel
Finite Element Analysis of Masonry Bed-Joint Damage Finite Element Analysis of Masonry Bed-Joint Damage
skos:notation
RIV/68407700:21110/13:00217829!RIV14-MK0-21110___
n15:predkladatel
n18:orjk%3A21110
n3:aktivita
n19:P
n3:aktivity
P(DF11P01OVV008)
n3:dodaniDat
n5:2014
n3:domaciTvurceVysledku
n11:5882028 n11:4695046 n11:1779087
n3:druhVysledku
n4:O
n3:duvernostUdaju
n16:S
n3:entitaPredkladatele
n6:predkladatel
n3:idSjednocenehoVysledku
75124
n3:idVysledku
RIV/68407700:21110/13:00217829
n3:jazykVysledku
n13:eng
n3:klicovaSlova
masonry; bed-joint; cracking; anisotropic damage; non-local
n3:klicoveSlovo
n7:cracking n7:non-local n7:masonry n7:bed-joint n7:anisotropic%20damage
n3:kontrolniKodProRIV
[54920B7FD82C]
n3:obor
n9:JI
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n12:DF11P01OVV008
n3:rokUplatneniVysledku
n5:2013
n3:tvurceVysledku
Nežerka, Václav Patzák, Bořek Zeman, Jan
n17:organizacniJednotka
21110