In-plane shear performance of masonry panels strengthened with FRP

被引：159

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.

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页码：887 / 901

页数：15

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