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Statements

Subject Item
n2:RIV%2F68378297%3A_____%2F13%3A00396130%21RIV14-MK0-68378297
rdf:type
skos:Concept n13:Vysledek
dcterms:description
During the typical degradation process in a historical stone masonry the mortar crumbles from the joints between the stones. The empty edges of joints are usually filled by new (repair) mortar. In general, the material characteristics of mortar and stone (brick) may be different in many aspects. The intention of the restorer is the application of “compatible mortar. The objective of this paper is to detect values of thermal stress depending on the type of masonry bond. By means of comparison with the numerical model results, the type of bond masonry that causes the highest values of thermal stress was detected. Three types of masonry bond were analyzed. This analysis of masonry is a coupled problem and was modeled by a three-dimensional finite element model. The numerical analysis was divided into two steps. The first one is the transient heat transfer analysis by which the temperature fields were detected. During the typical degradation process in a historical stone masonry the mortar crumbles from the joints between the stones. The empty edges of joints are usually filled by new (repair) mortar. In general, the material characteristics of mortar and stone (brick) may be different in many aspects. The intention of the restorer is the application of “compatible mortar. The objective of this paper is to detect values of thermal stress depending on the type of masonry bond. By means of comparison with the numerical model results, the type of bond masonry that causes the highest values of thermal stress was detected. Three types of masonry bond were analyzed. This analysis of masonry is a coupled problem and was modeled by a three-dimensional finite element model. The numerical analysis was divided into two steps. The first one is the transient heat transfer analysis by which the temperature fields were detected.
dcterms:title
The impact of the type of bond on the thermal stress of historic masonry The impact of the type of bond on the thermal stress of historic masonry
skos:prefLabel
The impact of the type of bond on the thermal stress of historic masonry The impact of the type of bond on the thermal stress of historic masonry
skos:notation
RIV/68378297:_____/13:00396130!RIV14-MK0-68378297
n13:predkladatel
n18:ico%3A68378297
n4:aktivita
n20:P
n4:aktivity
P(DF12P01OVV018)
n4:dodaniDat
n10:2014
n4:domaciTvurceVysledku
n19:3266036
n4:druhVysledku
n14:D
n4:duvernostUdaju
n8:S
n4:entitaPredkladatele
n12:predkladatel
n4:idSjednocenehoVysledku
79076
n4:idVysledku
RIV/68378297:_____/13:00396130
n4:jazykVysledku
n16:eng
n4:klicovaSlova
finite element method; thermal expansion; heat transfer; solar radiation
n4:klicoveSlovo
n6:thermal%20expansion n6:finite%20element%20method n6:heat%20transfer n6:solar%20radiation
n4:kontrolniKodProRIV
[111321BF9213]
n4:mistoKonaniAkce
Cagliari
n4:mistoVydani
Kippen
n4:nazevZdroje
Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing
n4:obor
n22:AL
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
1
n4:projekt
n9:DF12P01OVV018
n4:rokUplatneniVysledku
n10:2013
n4:tvurceVysledku
Beran, Pavel
n4:typAkce
n21:WRD
n4:zahajeniAkce
2013-09-03+02:00
s:issn
1759-3433
s:numberOfPages
10
n15:doi
10.4203/ccp.102.74
n5:hasPublisher
Civil-Comp Press
n17:isbn
978-1-905088-57-7