Analytical modelling and the minimum thickness of three-centred arches

Authors

DOI:

https://doi.org/10.3989/ic.6921

Keywords:

basket-handle arch, limit equilibrium analysis, thrust line, oval, minimum thickness

Abstract


Equilibrium analyses of vaulted masonry structures, as well as the mathematical modelling of their structural behaviour, have gained prominence within researches on both historic structures and novel digitally fabricated designs. Thus, by revisiting the classical problem of limit equilibrium states determination, minimum thicknesses necessary to secure stability for the most common arch shapes have been recently computed. However, three-centred or basket-handle arch, which was prevalent in Renaissance architecture in the form of classic ovals, has not yet received the deserved attention in terms of its structural behaviour. Therefore, the present research addresses this gap by developing the analytical model for such arches according to thrust line theory. Numerical calculations carried out are based on the five-hinged collapse mode and provide the exact and valuable insights into the correlation between arch shape and the required minimum thickness, which is graphically presented for more than thirty arches.

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References

(1) Benvenuto, E. (1991). An Introduction to the History of Structural Mechanics. New York: Springer-Verlag. https://doi.org/10.1007/978-1-4612-2982-7 PMCid:PMC1535361

(2) Cowan, H. J. (1981). Some observations on the structural design of masonry arches and domes before the age of structural mechanics. Architectural Science Review, 24(4), 98-102. https://doi.org/10.1080/00038628.1981.9696481

(3) Radelet-de Grave, P., 2003, The use of a particular form of the parallelogram law of forces for the building of vaults (1650-1750). In Becchi, A., Corradi, M., Foce, F., Pedemonte, O., (Eds.) Essays on the History of Mechanics (pp. 135-163). Springer Basel AG. https://doi.org/10.1007/978-3-0348-8091-6_6

(4) Sakarovitch, J., 2003, Stereotomy, a multifaceted technique. In Huerta, S. (Ed.), Proceedings of the First International Congress on Construction History (pp. 69-79). Madrid, Instituto Juan de Herrera, Escuela Técnica Superior de Arquitectura.

(5) Hooke, R. (1676). A Description of Helioscopes and Some Other Instruments. London: John Martyn.

(6) Truesdell, C. (1960). The Rational Mechanics of Flexible or Elastic Bodies 1638-1788, Introduction to Leonhardi Euleri Opera Omnia. Volume XI of 2nd series, Zürich: Orell Füssli. https://doi.org/10.1007/978-3-0348-5015-5

(7) Nikolić, D., Živaljević, V. (2020). On the modelling of vaulted structures of equal strength. Nexus Network Journal, 22(4), 1219-1236. https://doi.org/10.1007/s00004-020-00507-y

(8) Couplet, P. (1730). Seconde partie de l'examen de la poussee des voûtes. Histoire de l'Académie Royale des Sciences, 1732, 117-141.

(9) Heyman, J. (1972). Coulomb's Memoir on Statics: An Essay in the History of Civil Engineering. Cambridge university press.

(10) Young, T. (1824) Bridge. In Supplement to the Fourth, Fifth and Sixth Editions of the Encyclopaedia Britannica (pp. 497-520), Volume 2, Edinburgh: Archibald Constable.

(11) Huerta, S. (2008). The Analysis of Masonry Architecture: A Historical Approach. Architectural Science Review, 51(4), 297-328. https://doi.org/10.3763/asre.2008.5136

(12) Moseley, H. (1843). The Mechanical Principles of Engineering and Architecture. London: Longman, Brown, Green and Longmans.

(13) Culmann, K. (1866). Die graphische Statik. Zürich: Meyer and Zeller.

(14) Heyman, J. (1997). The Stone Skeleton: Structural Engineering of Masonry Architecture. Cambridge University Press.

(15) Kurrer, K. E. (2018). The History of the Theory of Structures: Searching for Equilibrium. Berlin: Ernst & Sohn Verlag für Architectur und technische Wissenschaften GmbH & Co. KG. https://doi.org/10.1002/9783433609163

(16) Milankovitch, M. (1907). Theorie der druckkurven. Zeitschrift für Mathematik und Physik, 55, 1-27.

(17) Foce, F. (2007). Milankovitch's theorie der druckkurven: Good mechanics for masonry architecture. Nexus Network Journal, 9(2), 185-210. https://doi.org/10.1007/s00004-007-0039-9

(18) Alexakis, H. and Makris, N. (2015). Limit equilibrium analysis of masonry arches. Archive of Applied Mechanics, 85(9), 1363-1381. https://doi.org/10.1007/s00419-014-0963-6

(19) Nikolić, D. (2019). The influence of Milankovitch's thrust line theory on the equilibrium analysis of masonry arches. In The Life and Work of Milutin Milanković: Past, Present, Future (pp. 58-65). Belgrade: University of Belgrade, Faculty of Architecture.

(20) Cocchetti, G., Colasante, G., and Rizzi, E. (2012). On the analysis of minimum thickness in circular masonry arches. Applied Mechanics Reviews, 64(5), 050802. https://doi.org/10.1115/1.4007417

(21) Alexakis, H. and Makris, N. (2013). Minimum thickness of elliptical masonry arches. Acta Mechanica, 224(12), 2977-2991. https://doi.org/10.1007/s00707-013-0906-2

(22) Nikolić, D. (2017). Thrust line analysis and the minimum thickness of pointed masonry arches. Acta Mechanica, 228(6), 2219-2236. https://doi.org/10.1007/s00707-017-1823-6

(23) Nikolich, D. (2020). Thrust line analysis of triangular arches. Archive of Applied Mechanics, 90, 1861-1874. https://link.springer.com/article/10.1007/s00419-020-01701-7 https://doi.org/10.1007/s00419-020-01701-7

(24) Nikolich, D. (2020). A note on the catenary arch bending-moment-free paradox. Meccanica, 57, 1457-1462. https://doi.org/10.1007/s11012-022-01513-9 https://link.springer.com/article/10.1007/s11012-022-01513-9

(25) Makris, N., Alexakis, H. (2013). The effect of stereotomy on the shape of the thrust-line and the minimum thickness of semicircular masonry arches. Archive of Applied Mechanics, 83, 1511-1533. https://doi.org/10.1007/s00419-013-0763-4

(26) Aita, D., Barsotti, R., Bennati, S. (2012). Equilibrium of pointed, circular, and elliptical masonry arches bearing vertical walls. Journal of Structural Engineering, 138(7), 880-888. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000522

(27) Aita, D., Barsotti, R., Bennati, S. (2019). Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye's stability area method. Archive of Applied Mechanics, 89, 1537-1554. https://doi.org/10.1007/s00419-019-01526-z

(28) Block, P., Ciblac, T., Ochsendorf, J. (2006). Real-time limit analysis of vaulted masonry buildings. Computers & Structures, 84(29-30), 1841-1852. https://doi.org/10.1016/j.compstruc.2006.08.002

(29) N. Cavalagli, V. Gusella, L. Severini, (2016). Lateral loads carrying capacity and minimum thickness of circular and pointed masonry arches. International Journal of Mechanical Sciences, 115-116, 645-656. https://doi.org/10.1016/j.ijmecsci.2016.07.015

(30) Tempesta, G., Galassi, S. (2019). Safety evaluation of masonry arches. A numerical procedure based on the thrust line closest to the geometrical axis. International Journal of Mechanical Sciences, 155, 206-221. https://doi.org/10.1016/j.ijmecsci.2019.02.036

(31) Ricci, E., Fraddosio, A., Piccioni, M.D., Sacco, E. (2019). A new numerical approach for determining optimal thrust curves of masonry arches. European Journal of Mechanics - A/Solids, 75, 426-442. https://doi.org/10.1016/j.euromechsol.2019.02.003

(32) Galassi, S., Zampieri, P. (2023). A new automatic procedure for nonlinear analysis of masonry arches subjected to large support movements. Engineering Structures, 276, 115359. https://doi.org/10.1016/j.engstruct.2022.115359

(33) Gilbert, M. (2001). RING: A 2D rigid-block analysis program for masonry arch bridges. ARCH'01 Third International Arch Bridges Conference, (pp. 459-464). Paris (France).

(34) Gilbert, M. (2007). Limit analysis applied to masonry arch bridges: state-of-the-art and recent developments. ARCH'07 - 5th International Conference on Arch Bridges, (pp. 13-28). Madeira (Portugal)

(35) Cascini, L., Gagliardo, R., & Portioli, F. (2018). LiABlock_3D: A Software Tool for Collapse Mechanism Analysis of Historic Masonry Structures. International Journal of Architectural Heritage, 14(1), 75-94. https://doi.org/10.1080/15583058.2018.1509155

(36) Galassi, S., Tempesta G. (2019). The Matlab code of the method based on the Full Range Factor for assessing the safety of masonry arches. MethodsX, 6,1521-1542. https://doi.org/10.1016/j.mex.2019.05.033 PMid:31372351 PMCid:PMC6660453

(37) Marmo, F. (2021). ArchLab: a MATLAB tool for the Thrust Line Analysis of masonry arches. Curved and Layered Structures, 8(1), 26-35. https://doi.org/10.1515/cls-2021-0003

(38) McLeana, T., Málaga-Chuquitaype, C., Kalapodis, N., Kampas, G. (2021). OpenArch: An open-source package for determining the minimum-thickness of arches under seismic loads. SoftwareX, 15, 100731. https://doi.org/10.1016/j.softx.2021.100731

(39) Serlio, S. (1545). Il primo libro d'Architettura, Paris.

(40) De l'Orme, P. (1568). Le premier tome de l'architecture. Paris: Federic Morel.

(41) Huerta, S. (2007) Oval domes: History, geometry and mechanics. Nexus Network Journal. 9(2), 211-248. https://doi.org/10.1007/978-3-7643-8699-3_4

(42) Mazzotti, A. A. (2014). What Borromini might have known about ovals. Ruler and compass constructions. Nexus Network Journal, 16(2), 389-415. https://doi.org/10.1007/s00004-014-0190-z

(43) Mozo, A. L. (2011). Ovals for any given proportion in architecture: A layout possibly known in the sixteenth century. Nexus Network Journal, 13(3), 569-597. https://doi.org/10.1007/s00004-011-0083-3

(44) Rosin, P. L. (2001). On Serlio's constructions of ovals. The Mathematical Intelligencer, 23(1), 58-69. https://doi.org/10.1007/BF03024523

(45) Gómez-Collado, M. d. C., Roselló, V. C., and Tamborero, E. C. (2018). Mathematical modeling of oval arches. A study of the George V and Neuilly bridges. Journal of Cultural Heritage, 32, 144-155. https://doi.org/10.1016/j.culher.2018.01.012

(46) Huerta, S. (2004) Arcos, bóvedas y cúpulas. Madrid: Instituto Juan de Herrera, Escuela Técnica Superior de Arquitectura.

(47) Alcayde, A., Velilla, C., San-Antonio-Gómez, C., Peña-Fernández, A., Pérez-Romero, A., Manzano-Agugliaro, F. (2019). Basket-handle arch and its optimum symmetry generation as a structural element and keeping the aesthetic point of view. Symmetry, 11(10), 1243. https://doi.org/10.3390/sym11101243

(48) Fallacara, G., Resta, F., Spallucci, N., Tamboréro, L. (2011). The vault of the Hôtel de Ville in Arles. Nexus Network Journal, 13(3), 599-629. https://doi.org/10.1007/s00004-011-0091-3

(49) Huerta, S. (2012) Wedges and plate-bandes: mechanical theories after e la Hire. In Gargiani, R. (Ed.), L'architrave, le plancher, la plate-forme: nouvelle Histoire de la construction (pp. 405-435). Lausanne: Presses polytechniques et universitaires romande

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Published

2025-11-24

How to Cite

Nikolich, D. (2025). Analytical modelling and the minimum thickness of three-centred arches. Informes De La Construcción, 77(578), 6921. https://doi.org/10.3989/ic.6921

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Section

Research Articles

Funding data

Ministarstvo Prosvete, Nauke i Tehnološkog Razvoja
Grant numbers 451-03-137/2025-03/200156

University of Novi Sad
Grant numbers 01-50/295