Discrete Element Modeling of Groin Vault Displacement Capacity

• Published in: International journal of architectural heritage 2015-11, Vol.9 (8), p.1037-1049
• Main Authors: McInerney, J., DeJong, M. J.
• Format: Article
• Language: English
• Subjects: Arches; Collapse; Discrete element method; discrete element modeling; Displacement; Masonry; masonry vault; mechanism; Modelling; support displacement; thrust line analysis; Two dimensional; Vaults
• ISSN: 1558-3058; 1558-3066
• DOI: 10.1080/15583058.2014.923953

Displacements experienced by many historic masonry structures concentrate at masonry joints and can be large before collapse is a concern, making modeling of stability using discrete element modeling (DEM) particularly suitable. In this study, masonry groin vault and arch models with several geometries were subjected to horizontal and vertical support displacements using DEM. Support movements were applied in a quasi-static manner to simulate the support settlement process. Displacements at collapse and at the point when the first block fell from the vault were recorded. Block separation and mechanisms were also noted during the simulations. A two-dimensional (2D) analytical model using thrust line analysis was developed to help evaluate the DEM results. In general, the displacements at first block fall were relatively large but significantly less than those at collapse. The groin vaults and arches exhibited significantly higher capacity to sustain vertical support displacement compared to horizontal displacements. For many geometries, the DEM collapse displacements of the groin vaults compared reasonably well to similar arches, indicating that the displacement capacity of groin vaults can be reasonably estimated using 2D simplifications. However, for certain geometries, three-dimensional effects were found to significantly affect displacement capacity.