Strengthening of Brick Masonry Arches with Externally Bonded Steel Reinforced Composites

被引：79

作者：

Borri, Antonio ^{[1
]}

Casadei, Paolo ^{[2
]}

Castori, Giulio ^{[1
]}

Hammond, John ^{[3
]}

机构：

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

[2] TECINN Srl, Perugia, Italy

[3] Hardwire LLC, Pocomoke City, MD 21851 USA

来源：

JOURNAL OF COMPOSITES FOR CONSTRUCTION | 2009年 / 13卷 / 06期

关键词：

Arches; Bonding; Brick masonry; Composite materials; Reinforcement; Steel;

D O I：

10.1061/(ASCE)CC.1943-5614.0000030

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The objective of this study is to investigate the efficiency of an innovative technique for strengthening masonry arches, based on the use of high strength steel cords embedded in either an epoxy (steel reinforced polymer) or mortar matrix (steel reinforced grout). Ten prototypes of brickwork arches strengthened by composite laminates were tested under a monotonic vertical load applied at the quarter-span. Load tests were performed to compare the behavior up to collapse of strengthened masonry arches; the influence of the types of reinforcement (steel and carbon fibers) and matrices (epoxy and cementitious), as well as location of the strengthening layer (intrados, extrados, and both) and the presence of anchorage systems has been investigated. The experimental results highlight the enhanced strength of the arches reinforced with steel cords, as well as the role of the mechanical anchoring with regard to the resulting final strength.

引用

页码：468 / 475

页数：8

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