Research Article

Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM

Volume: 35 Number: 3 May 1, 2024
TR EN

Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM

Abstract

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.

Keywords

References

  1. Tomaževič M. Shear resistance of masonry walls and Eurocode 6: Shear versus tensile strength of masonry. Mater Struct Constr 2009;42:889–907. https://doi.org/10.1617/s11527-008-9430-6.
  2. Betti M, Galano L, Petracchi M, Vignoli A. Diagonal cracking shear strength of unreinforced masonry panels: a correction proposal of the b shape factor. Bull Earthq Eng 2015;13:3151–86. https://doi.org/10.1007/s10518-015-9756-8.
  3. Roca P, Cervera M, Gariup G, Pela’ L. Structural analysis of masonry historical constructions. Classical and advanced approaches. Arch Comput Methods Eng 2010;17:299–325. https://doi.org/10.1007/s11831-010-9046-1.
  4. Aldemir A, Erberik MA, Demirel IO, Sucuoǧlu H. Seismic performance assessment of unreinforced masonry buildings with a hybrid modeling approach. Earthq Spectra 2013;29:33–57. https://doi.org/10.1193/1.4000102.
  5. Lourenço PB, Rots JG, Blaauwendraad J. Continuum model for masonry: Parameter estimation and validation. J Struct Eng 1998;124:642–52. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:6(642).
  6. Gonen S, Soyoz S. Investigations on the elasticity modulus of stone masonry. Structures 2021;30:378–89. https://doi.org/10.1016/j.istruc.2021.01.035.
  7. Lourenço PB. Anisotropic softening model for masonry plates and shells. J Struct Eng 2000;126:1008–16.
  8. Foti F, Vacca V, Facchini I. DEM modeling and experimental analysis of the static behavior of a dry-joints masonry cross vaults. Constr Build Mater 2018;170:111–20. https://doi.org/10.1016/j.conbuildmat.2018.02.202.

Details

Primary Language

English

Subjects

Numerical Modelization in Civil Engineering, Structural Engineering

Journal Section

Research Article

Early Pub Date

January 4, 2024

Publication Date

May 1, 2024

Submission Date

July 7, 2023

Acceptance Date

December 28, 2023

Published in Issue

Year 2024 Volume: 35 Number: 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, and 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 (May 1, 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 and K. Tuncay, “Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM”, TJCE, vol. 35, no. 3, pp. 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 (May 1, 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, and Kağan Tuncay. “Computational Modelling of Damage Progression in Unreinforced Masonry Walls via DEM”. Turkish Journal of Civil Engineering, vol. 35, no. 3, May 2024, pp. 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. 2024 May 1;35(3):125-47. doi:10.18400/tjce.1323977

Cited By