Masonry wall panels with GFRP and steel-cord strengthening subjected to cyclic shear: An experimental study

被引：53

作者：

Borri, Antonio ^{[1
]}

Castori, Giulio ^{[1
]}

Corradi, Marco ^{[2
]}

Sisti, Romina ^{[1
]}

机构：

[1] Univ Perugia, Dept Engn, I-06125 Perugia, Italy

[2] Northumbria Univ, Dept Mech & Construct Engn, Newcastle Upon Tyne NE1 8ST, Tyne & Wear, England

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2014年 / 56卷

关键词：

Masonry; Shear strength; Reinforcement; Steel cords; GFRM; URM WALLS; BEHAVIOR; FRP;

D O I：

10.1016/j.conbuildmat.2014.01.056

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper provides the results of a series of shear tests carried out on wall panels reinforced with two techniques by means of jacketing with GFRP (Glass Fiber Reinforced Polymers) mesh inserted inside an inorganic matrix and a reinforced repointing of mortar joints using high strength stainless steel cords. The tests were done on panels assembled in the laboratory and were carried out using a widely-known test method (diagonal compression test). Masonry materials include stone and brick in which a variety of unit sizes and forms are produced. Mortar was a hydraulic lime/sand with a plasticiser added to improve workability. The failure loads, in-plane and out-of-plane deflections and failure modes were recorded. Based on the results of the experimental program, it appears that the in-plane shear strength of the reinforced masonry wall systems increased significantly compared with that of control unreinforced masonry panels. (C) 2014 Elsevier Ltd. All rights reserved.

引用

页码：63 / 73

页数：11

共 29 条

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