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Tile vaults as integrated formwork for reinforced concrete: Construction, experimental testing and a method for the design and analysis of two-dimensional structures

López López D., Roca P., Liew A., Van Mele T. and Block P.
Engineering Structures
2018

Tile vaults are traditional, unreinforced masonry structures made of thin bricks (tiles), mortar and fast-setting cement or gypsum. They can be constructed without the need for a formwork, except at the boundaries, making them inherently economic. Tile vaults have historically provided a solution for the efficient construction of vaulted structures. Today, they can be used as permanent formwork for concrete shells, allowing for a significant reduction of the construction cost and waste produced, due to the possibility of reducing or even eliminating the need for traditional formwork. The concrete can be poured directly onto a tile-vaulted formwork to form a composite structure.


This paper presents a technique for the construction of single-curvature shells consisting of a composite structure combining tile vaulting and reinforced concrete. A new method for the design of these composite vaults and the assessment of their strength and stability against external loading is also presented. This method is based on limit analysis but takes into account the reinforcement´s contribution to the composite cross-section´s bending capacity.


The new equilibrium method is implemented computationally to provide fast results for the user. It provides graphical and intuitive results and opens the possibility for the future extension to fully three-dimensional problems. The design and structural analysis method is called Extended Limit Analysis for Reinforced Masonry (ELARM).


Both the proposed construction technique and the computational method have been validated through experimental research. The feasibility of the building technique has been validated by the construction of two full-scale prototypes. In addition, the prototypes have been load-tested to failure to compare the results with those predicted by ELARM.

BibTeX

@article{LópezLópez2018,
    author  = "López López, D. and Roca, P. and Liew, A. and Van Mele, T. and Block, P.",
    title   = "Tile vaults as integrated formwork for reinforced concrete: Construction, experimental testing and a method for the design and analysis of two-dimensional structures",
    journal = "Engineering Structures",
    year    = "2018",
    volume  = "",
    number  = "",
    pages   = "",
    month   = "",
    doi     = "",
    note    = "Under review",
}

Related publications

López López D., Van Mele T. and Block P.The combination of tile vaults with reinforcement and concrete,International Journal of Architectural Heritage,2018 (June).
López López D., Van Mele T. and Block P.Dieste, González Zuleta and Sánchez del Río: Three approaches to reinforced-brick shell structures,Proceedings of the 10th International Conference on Structural Analysis of Historical Constructions,K. Van Balen and E. Verstrynge (editors),: 571-578,CRC PressLeuven, Belgium,2016 (September).
López López D., Van Mele T. and Block P.Tile vaulting in the 21st century,Informes de la Construcción,68(544): 33-41,2016 (October-December).Special issue “Nuevos avances de la cerámica en la construcción”.
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