The rehabilitation and conservation has shown in recent years the need of reliable methods for assessing masonry arch bridges: it is important not only to maintain ancient structures in good conditions, but also, when necessary, to be able to estimate their safety factor as accurately as possible. Starting from a real case, this paper presents the results of a 3D FEM analysis of a stone masonry arch bridge, performed involving non-linear material behaviour, in which the structural role of the spandrel walls and filling is involved.

3D F.E.M. Analysis of a Roman Arch Bridge

FRUNZIO, Giorgio;MONACO, Michelina
2001

Abstract

The rehabilitation and conservation has shown in recent years the need of reliable methods for assessing masonry arch bridges: it is important not only to maintain ancient structures in good conditions, but also, when necessary, to be able to estimate their safety factor as accurately as possible. Starting from a real case, this paper presents the results of a 3D FEM analysis of a stone masonry arch bridge, performed involving non-linear material behaviour, in which the structural role of the spandrel walls and filling is involved.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11591/214120
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