Naslov
Different Possibilities for Modelling Cracked Masonry Structures

Autori
Ademović, Naida ; Hadzima-Nyarko, Marijana

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Advanced Technologies, Systems, and Applications III ; Proceedings of the International Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies (IAT), Volume 2 / Avdaković, Samir - : Springer ; Springer Nature, 2018, 113-120

ISBN
978-3-030-02576-2

Skup
International Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies

Mjesto i datum
Jahorina, Bosna i Hercegovina, 21.06.2018. - 24.06.2018

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Masonry ; Modelling ; Finite element model ; Cracks ; Discontinuities

Sažetak
The finite element method (FEM) is a numerical method used for solving different problems in engineering field. The starting point being a continuum media of the structure, meaning that the structure is undamaged. However, in order to be able to represent the actual stated of the structure, with all of its defects and cracks, it is necessary to incorporate these anomalies. This all with the aim that the model is a good representative of the real structure. This paper gives and overview of several numerical approached in the modelling of discontinuities on the masonry structures.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

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