In-plane shear behaviour of masonry wall panels strengthened by structural repointing

被引：9
作者：
Maragna, Matteo [1 ]
Casacci, Susanna [1 ]
Gentilini, Cristina [1 ]
机构：
[1] Univ Bologna, Sch Engn & Architecture, DICAM Dept Civil Chem Environm & Mat Engn, Viale Risorgimento 2, I-40136 Bologna, Italy
来源：
INTERNATIONAL JOURNAL OF MASONRY RESEARCH AND INNOVATION | 2016年 / 1卷 / 03期
关键词：
composite materials; diagonal compression test; masonry; near-surface mounted reinforcement; repointing;
D O I：
10.1504/IJMRI.2016.080431
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper, a literature review on diagonal compression tests conducted on masonry elements reinforced by means of structural repointing technique is presented. This strengthening technique usually consists of placing in the mortar bed joints, high-tensile strength materials in the form of rods, strips, laminates or bars to increase the ductility and the overall mechanical performance of the structure. Being the reinforcing materials completely hidden after application, this system is particularly suitable for fair-faced masonry structures and historic buildings. In this paper, the main advantages and limits achieved by using reinforced repointing technique as shear strengthening system are investigated.
引用
收藏
页码：253 / 276
页数：24
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