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Meccanica

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14.06.2017 | New Trends in Mechanics of Masonry

A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches

verfasst von: Riccardo Barsotti, Stefano Bennati

Erschienen in: Meccanica | Ausgabe 7/2018

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Abstract

In this paper the static response of a masonry arch is studied by way of a one-dimensional nonlinear elastic model in which masonry is regarded as a material with bounded tensile and compressive strengths. By following an approach analogous to that followed in the theory of bending of elastic beams, the equilibrium problem for the arch leads to a free-boundary, nonlinear differential problem. An approximate solution to such problem can be pursued by means of an ad hoc iterative procedure, illustrated in detail herein. The results obtained in three case studies are compared with some numerical and experimental results available in the literature. In addition, the case of an actual arch undergoing spreading of the springings is considered, and the distribution and possible evolution of the cracking pattern discussed.

Vorheriger Artikel A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls

Nächster Artikel Robotically controlled scale-model testing of masonry vault collapse

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Titel: A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches
verfasst von: Riccardo Barsotti
Stefano Bennati
Publikationsdatum: 14.06.2017
Verlag: Springer Netherlands
Erschienen in: Meccanica / Ausgabe 7/2018
Print ISSN: 0025-6455
Elektronische ISSN: 1572-9648
DOI: https://doi.org/10.1007/s11012-017-0711-4

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