The application of external post-tensioning system to a damage masonry arch

被引:1
|
作者
Zampieri, Paolo [1 ]
Piazzon, Riccardo [1 ]
Ferroni, Riccardo [1 ]
Pellegrino, Carlo [1 ]
机构
[1] Univ Padua, Dept Civil Environm & Architectural Engn, Via Marzolo 9, I-35131 Padua, Italy
关键词
Masonry arch bridges; Post-tension; Damaged masonry bridges;
D O I
10.1016/j.prostr.2023.01.079
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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. (c) 2023 The Authors. Published by Elsevier B.V.
引用
收藏
页码:605 / 609
页数:5
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