Experimental behaviour of masonry panels strengthened with FRP sheets

被引：0
|
作者：
Marcari, G [1 ]
Manfredi, G [1 ]
Pecce, M [1 ]
机构：
[1] Univ Naples, Dept Anal & Struct Design, I-80125 Naples, Italy
来源：
FIBRE-REINFORCEMENT POLYMER: REINFORCEMENT FOR CONCRETE STRUCTURES, VOLS 1 AND 2, PROCEEDINGS | 2003年
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D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper is focused on the effectiveness of strengthening technique of masonry by continuous externally bonded (eb) Fiber Reinforced Polymers (FRPs) and reports on the obtained experimental results. Tuff panels were subjected to monotonic in-plane shear, combined with axial load. Performances of different types and amount of FRP, and of strengthening configurations are compared in terms of shear capacity, ultimate displacements and failure mechanism.
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收藏
页码：1209 / 1218
页数：10
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