The rehabilitation and the maintenance of masonry arch bridges is a current necessity for the infrastructure owners. In fact, masonry bridges represent a large portion of the existing bridges in the world's road and rail networks. In this contribute, external post-tensioning system has been used to strength single span pre-damage masonry arches. The specimens, that represents in scale a typical geometry of the Italian single-span railway masonry bridges, was strengthened with a post-tensioned cable system anchored at the arch intrados and then it was tested with a cyclic concentrated eccentric vertical load. The strengthened masonry arch shows a load bearing capacity greater respect to that in the undamaged condition.
The application of external post-tensioning system to a damage masonry arch
Zampieri P.
;Piazzon R.;Ferroni R.;Pellegrino C.
2023
Abstract
The rehabilitation and the maintenance of masonry arch bridges is a current necessity for the infrastructure owners. In fact, masonry bridges represent a large portion of the existing bridges in the world's road and rail networks. In this contribute, external post-tensioning system has been used to strength single span pre-damage masonry arches. The specimens, that represents in scale a typical geometry of the Italian single-span railway masonry bridges, was strengthened with a post-tensioned cable system anchored at the arch intrados and then it was tested with a cyclic concentrated eccentric vertical load. The strengthened masonry arch shows a load bearing capacity greater respect to that in the undamaged condition.File | Dimensione | Formato | |
---|---|---|---|
1-s2.0-S2452321623000860-main.pdf
accesso aperto
Tipologia:
Published (publisher's version)
Licenza:
Creative commons
Dimensione
1.09 MB
Formato
Adobe PDF
|
1.09 MB | Adobe PDF | Visualizza/Apri |
Pubblicazioni consigliate
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.