Composite Reinforced Mortar (CRM) and Fiber-Reinforced Cementitious Matrix (FRCM) for the seismic protection of masonry vaults

被引:1
作者
Boem, I. [1 ]
Gattesco, N. [2 ]
机构
[1] Czech Tech Univ, Fac Civil Engn, Dept Concrete & Masonry Struct, Thakurova 7, Prague 16629 6, Czech Republic
[2] Univ Trieste, Dept Engn & Architecture, Via Alfonso Valerio 6-1, I-34127 Trieste, Italy
来源
XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY | 2023年 / 44卷
关键词
Seismic protection; masonry vaults; composite materials; CRM; FRCM; cyclic tests; numerical simulations;
D O I
10.1016/j.prostr.2023.01.162
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Composite Reinforced Mortar (CRM) and Fiber-Reinforced Cementitious Matrix (FRCM) are two modern strengthening techniques for existing masonry, based on the coupling of fiber-based grids and inorganic matrices, applied on the masonry surface. They typically differ for the thickness of the coating (20-40 mm in the former, 8-15 mm in the latter) and the type of embedded reinforcement (pre-coated meshes with wide pitch or dry fabrics with a closer yarns spacing, respectively). To prove their effectiveness in the seismic protection of historical masonry vaulted ceilings, experimental cyclic tests were performed on fullscale thin barrel vault samples subjected to a distributed transversal load. The results are analysed and discussed in the paper: it emerged a good effectiveness of both the strengthening solutions, with significant benefits in both resistance and displacement capacities. Moreover, a key aspect for the reinforcement effectiveness is found in the connection of the composite systems with the abutments. Numerical non-linear static analyses based on a simplified multi -layer approach developed in the OOFEM code allow to analyse the resisting mechanisms and investigate on the reinforcement effectiveness.
引用
收藏
页码:1260 / 1267
页数:8
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