In-plane shear performance of masonry panels strengthened with FRP

被引：160
|
作者：
Marcari, Giancarlo
Manfredi, Gaetano
Prota, Andrea [1 ]
Pecce, Marisa
机构：
[1] Univ Naples Federico II, Dept Struct Anal & Design, Naples, Italy
[2] Univ Sannio, Dept Engn, Benevento, Italy
来源：
COMPOSITES PART B-ENGINEERING | 2007年 / 38卷 / 7-8期
关键词：
fibres; mechanical properties; mechanical testing;
D O I：
10.1016/j.compositesb.2006.11.004
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The opportunities provided by the use of Fiber Reinforced Polymers (FRPs) composites for the shear strengthening of tuff masonry structures were assessed on full-scale panels subjected to in-plane shear-compression tests at the ENEL HYDRO S.p.A laboratory, ITALY. Tuff masonry specimens have been arranged in order to simulate both mechanical and textural properties typical of buildings located in South-Central Italian historical centres. In this paper, the outcomes of the experimental tests are presented. The monotonic shear-compression tests were performed under displacement control and experimental data have provided information about in-plane behaviour of as-built and FRP strengthened tuff masonry walls. Failure modes, shear strength, displacement capacity and post-peak performance are discussed. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码：887 / 901
页数：15
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