Van Mele T., Mehrotra A., Mendez Echenagucia T., Frick U., Augustynowicz E., Ochsendorf J., DeJong M. and Block P.
Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2016
Tokyo, Japan
2016
This paper describes the form-finding and analysis process of a freeform masonry vault. The vault is a dry-set, cut-stone structure with 399 voussoirs. It covers an area of 75 m2 and spans almost 16 m. The thickness of the discrete, stone shell varies from 12 cm at the supports to 5 cm at the highest points. The form-finding process of the funicular geometry was based on Best-fit Thrust Network Analysis. Structural analysis was performed with the Discrete Element Method as implemented in 3DEC. We will provide: a detailed description of the form-finding process starting from a geometrically defined target surface and a specific layout of the horizontal thrust in the system and resulting in a three-dimensional network of forces in pure compression for the given loading and boundary conditions; an overview of the discretisation into voussoirs and the data structures involved in this process; details about the conversion of the complex voussoir geometry into tetrahedralised compound blocks for analysis in 3DEC; and the results of the structural analysis addressing both static and dynamic loading conditions.
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