TR
EN
Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM
Öz
Unreinforced masonry (URM) walls are the common load-bearing elements for old masonry buildings and heritage structures. As witnessed from the past and recent earthquakes, URM walls may demonstrate various collapse mechanisms along with different crack patterns influenced by the wall aspect ratio, vertical pre-compression load, opening size and ratio, among many other factors. Typically, the mortar joints and unit-mortar interfaces are the weak planes where we expect to observe most failures, such as sliding, cracking and joint opening. However, it is not a straightforward task to simulate the structural behaviour and the failure mechanism of URM walls, including the crack localizations and propagation through the mortar joints, using the standard continuum-based computational models given the composite and highly nonlinear nature of the material. In this context, the present research offers a discontinuum-based approach to simulate the damage progression in URM walls subjected to combined shear-compression loading using the discrete element method (DEM). The masonry walls are represented via distinct elastic blocks interacting through point contacts to their surroundings. It is aimed to present the effect of the local fracture mechanism on the macro response of the masonry walls via validated DEM-based numerical models that can address all possible fracture mechanisms occurring at the unit-mortar interfaces. An innovative damage monitoring technique relying on the stress state at the point contacts is implemented and utilized to explore the associated damage progression in URM walls. The results show the great potential of the adopted modelling strategy to better understand the mechanics of URM walls and indicate the effect of strength properties of masonry constituents on the overall in-plane capacity of the load-bearing walls.
Anahtar Kelimeler
Kaynakça
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Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Mühendisliğinde Sayısal Modelleme, Yapı Mühendisliği
Bölüm
Araştırma Makalesi
Erken Görünüm Tarihi
4 Ocak 2024
Yayımlanma Tarihi
1 Mayıs 2024
Gönderilme Tarihi
7 Temmuz 2023
Kabul Tarihi
28 Aralık 2023
Yayımlandığı Sayı
Yıl 2024 Cilt: 35 Sayı: 3
APA
Pulatsu, B., & Tuncay, K. (2024). Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM. Turkish Journal of Civil Engineering, 35(3), 125-147. https://doi.org/10.18400/tjce.1323977
AMA
1.Pulatsu B, Tuncay K. Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM. tjce. 2024;35(3):125-147. doi:10.18400/tjce.1323977
Chicago
Pulatsu, Bora, ve Kağan Tuncay. 2024. “Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM”. Turkish Journal of Civil Engineering 35 (3): 125-47. https://doi.org/10.18400/tjce.1323977.
EndNote
Pulatsu B, Tuncay K (01 Mayıs 2024) Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM. Turkish Journal of Civil Engineering 35 3 125–147.
IEEE
[1]B. Pulatsu ve K. Tuncay, “Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM”, tjce, c. 35, sy 3, ss. 125–147, May. 2024, doi: 10.18400/tjce.1323977.
ISNAD
Pulatsu, Bora - Tuncay, Kağan. “Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM”. Turkish Journal of Civil Engineering 35/3 (01 Mayıs 2024): 125-147. https://doi.org/10.18400/tjce.1323977.
JAMA
1.Pulatsu B, Tuncay K. Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM. tjce. 2024;35:125–147.
MLA
Pulatsu, Bora, ve Kağan Tuncay. “Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM”. Turkish Journal of Civil Engineering, c. 35, sy 3, Mayıs 2024, ss. 125-47, doi:10.18400/tjce.1323977.
Vancouver
1.Bora Pulatsu, Kağan Tuncay. Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM. tjce. 01 Mayıs 2024;35(3):125-47. doi:10.18400/tjce.1323977
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