4.6 Article

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

期刊

MATERIALS AND STRUCTURES
卷 54, 期 6, 页码 -

出版社

SPRINGER
DOI: 10.1617/s11527-021-01817-4

关键词

TRM; FRCM; TRM-strengthened masonry; In-plane behavior; Out-of-plane behavior; Multi-level experimental testing

资金

  1. FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE) [UIDB/04029/2020, SFRH/BD/131282/2017]
  2. FCT- Foundation for Science and Technology
  3. Fundação para a Ciência e a Tecnologia [SFRH/BD/131282/2017] Funding Source: FCT

向作者/读者索取更多资源

This study uses multi-level experimental and analytical methods to investigate the mechanical performance of TRM composites in strengthening existing masonry structures. The responses of TRMs at micro, meso, and macro levels are combined and studied in depth to understand the mechanisms controlling their performance at a structural scale.
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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