Naslov
Shear effect on the limit bearing capacity of masonry walls

Autori
Smilović, Marija ; Radnić, Jure ; Baloević, Goran

Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni

Izvornik
ACEX-2016 / - , 2016

Skup
10th International Conference on Advanced Computational Engineering and Experimenting

Mjesto i datum
Split, Hrvatska, 03.07.2016. - 06.07.2016

Vrsta sudjelovanja
Poster

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
masonry walls, shear effect, limit bearing capacity

Sažetak
Firstly, constitutive model for masonry that include only the effect of normal stresses on the failure of masonry (Model 1) is presented. Then, more reliable constitutive model for masonry that include the effect of normal and shear stresses on the failure of masonry (Model 2) is presented. Both numerical models are applied in numerical analysis of two–storey unreinforced and confined masonry walls exposed to horizontal forces until failure, and their results were compared. It was concluded that Model 1, which does not include the shear effect on the failure of masonry, can give unreasonably significantly higher ultimate bearing capacity and smaller displacements of masonry walls. Shear effect on the bearing capacity of masonry walls is significantly dependent on the wall type (unreinforced, confined), the quality of masonry and high - length ratio of wall.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

POVEZANOST RADA