Pregled bibliografske jedinice broj: 811234
Three-dimensional micromodel of clay block masonry wall
Three-dimensional micromodel of clay block masonry wall // International journal of masonry research and innovation, 1 (2016), 4; 282-305 doi:10.1504/IJMRI.2016.10002051 (podatak o recenziji nije dostupan, članak, znanstveni)
CROSBI ID: 811234 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Three-dimensional micromodel of clay block masonry wall
Autori
Penava, Davorin ; Anić, Filip ; Trajber, Domagoj ; Vig, Mirko ; Sigmund, Vladimir ; Kožar, Ivica
Izvornik
International journal of masonry research and innovation (2056-9459) 1
(2016), 4;
282-305
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
calibration ; clay block masonry walls ; sensitivity analysis ; 3D micromodelling ; earthquake resistance ; earthquakes ; infill walls ; mortar joints ; unit contact properties ; wall modelling ; material properties ; seismic behaviour
Sažetak
In designing and implementing earthquake resistance for clay block masonry infill integrated into a structural frame, with or without openings, the infill wall should be taken into account. Presumably, simplified models, acceptable for practical use, could be applied for that purpose. However, the anisotropy of clay block masonry units, masonry mortar joints, and unit contact properties as well as the high variance of material properties limit their ability to describe the actual earthquake resistance of clay block masonry. In this work, we consider a three-dimensional micromodel of a clay block masonry wall, with the inclusion of masonry unit anisotropy and masonry mortar joint and unit contact properties. To avoid the excessive calibration procedure of the wall micromodel, the wall constituents were calibrated separately beforehand, which resulted in a high correlation of computational and experimental results without further need for calibration. Using a calibrated micromodel, the influence of variance in material properties on the wall’s resistance was investigated. The influence was showed not to be negligible, which may significantly affect the presumed behaviour of the whole structure.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
Napomena
S.I.: Numerical Modelling of Masonry Structures
POVEZANOST RADA
Projekti:
IP-2013-11-3013 - Uokvireno ziđe - kompozitni nosivi sustav kod armirano-betonskih zgrada (FRAmed-MAsonry) (Sigmund, Vladimir, HRZZ - 2013-11) ( CroRIS)
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Profili:
Vladimir Sigmund
(autor)
Davorin Penava
(autor)
Ivica Kožar
(autor)
Domagoj Trajber
(autor)
Filip Anić
(autor)