NDLI: The influence of FRCM system with a basalt mesh on the shear properties of AAC masonry walls

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The influence of FRCM system with a basalt mesh on the shear properties of AAC masonry walls

Content Provider	Scilit
Author	Kałuża, M.
Copyright Year	2020
Description	Effective damage prevention of structural elements is a basic maintenance activities. In particular, this applies to masonry structures sensitive to various types of ground deformations. The application of FRCM strengthening systems, which are based on the materials compatible with masonry substrate is a very good solution here. The paper presents an analysis of the impact of selected FRCM system on the behavior of walls made of AAC blocks. The strengthening in the form of basalt mesh was applied on the masonry surface - in two configurations - using pozzolanic reaction cementitious mortar. Test results showed a significant increase in shear capacity of the walls strengthened on both sides, as well as a desirable mode of failure with a safety margin after obtaining the load-bearing capacity. One-sided application of the system allowed for only a slight improvement in shear properties in comparison with unstrengthened walls. Book Name: Brick and Block Masonry - From Historical to Sustainable Masonry
Related Links	https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781003098508-52&type=chapterpdf
Ending Page	394
Page Count	7
Starting Page	388
DOI	10.1201/9781003098508-52
Language	English
Publisher	Informa UK Limited
Publisher Date	2020-07-06
Access Restriction	Open
Subject Keyword	Book Name: Brick and Block Masonry - From Historical To Sustainable Masonry Chemical Engineering Structural Behavior Masonry Safety Strengthening Basalt
Content Type	Text
Resource Type	Chapter

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