A multi-level investigation on the mechanical response of TRM-strengthened masonry

被引：0
|
作者：
Ali Dalalbashi
Bahman Ghiassi
Daniel V. Oliveira
机构：
[1] University of Minho,Department of Civil Engineering, ISISE
[2] University of Nottingham,Centre for Structural Engineering and Information, Faculty of Engineering
[3] ISISE,Department of Civil Engineering
[4] University of Minho,undefined
来源：
Materials and Structures | 2021年 / 54卷
关键词：
TRM; FRCM; TRM-strengthened masonry; In-plane behavior; Out-of-plane behavior; Multi-level experimental testing;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
This paper presents a multi-level experimental and analytical investigation on the mechanical performance of TRM composites used for strengthening existing masonry structures. Micro (fabric-to-mortar bond), meso (TRM-to-substrate bond), and macro (TRM tensile response and in-plane and the out-of-plane ressponse of TRM-strengthened masonry) response of TRMs are combined and investigated in-depth for this reason. These results help to understand the mechanisms controlling the response of these composites and their performance at the structural scale.
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