Pregled bibliografske jedinice broj: 959357
Numerical modelling of metal connectors in historical dry-stone masonry structures
Numerical modelling of metal connectors in historical dry-stone masonry structures // ECCM-ECFD 2018 (6th European Conference on Computational Mechanics, 7th European Conference on Computational Fluid Dynamics)
Glasgow, Ujedinjeno Kraljevstvo, 2018. str. 1-1 (predavanje, međunarodna recenzija, sažetak, znanstveni)
CROSBI ID: 959357 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Numerical modelling of metal connectors in historical dry-stone masonry structures
Autori
Smoljanović, Hrvoje ; Živaljić, Nikolina ; Nikolić, Željana ; Krstevska, Lidija
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
ECCM-ECFD 2018 (6th European Conference on Computational Mechanics, 7th European Conference on Computational Fluid Dynamics)
/ - , 2018, 1-1
Skup
6th European Conference on Computational Mechanics (ECCM 2018) ; 7th European Conference on Computational Fluid Dynamics (ECFD 2018)
Mjesto i datum
Glasgow, Ujedinjeno Kraljevstvo, 11.06.2018. - 15.06.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Dry-stone masonry structures, Bolts, Clamps, Numerical model, Experimental testing
Sažetak
Preservation and estimation of the resistance of historical dry-stone masonry structures, especially those that are classified as world cultural heritage represent great challenge to researchers nowadays. These structures are often reinforced with different types of metal connectors, such as clamps and bolts, embedded into the holes and filled with lead. In order to investigate mechanical behaviour and carrying capacity of such structures subjected to various dynamic effects of which the dominant is earthquake, it is necessary to develop the software which, among other algorithms, include numerical modelling of clamps and bolts. In this paper, a new numerical model of clamps and bolts suitable for implementation in computer programs based on discrete or finite-discrete element method 1-2 is presented. The model is based on force-displacement curves, experimentally obtained by testing of the specimens composed of two stone blocks connected with clamp or bolt 3. Increasing of the structural load accompanied with the tangential and shear separation of the blocks led to the reduction of the normal and shear stress in connecting elements, which were reflected in the experimentally obtained curves and implemented in material models of connectors.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
HRZZ-IP-2014-09-2319 - Razvoj numeričkih modela armirano-betonskih i kamenih zidanih konstrukcija izloženih potresnom opterećenju zasnovanih na diskretnim pukotinama (SeismoNuMod) (Nikolić, Željana, HRZZ ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split