Testing Methods for Masonry Cores: A way forward to increase reliability of mechanical properties evaluation

The assessment of unreinforced brick masonry structures and infrastructure is a worldwide challenge for the development of resilient urban areas and preservation of historical assets. Among other factors, the estimation of mechanical performance of masonry in existing construction is of importance. However, the characterisation effort does not always satisfy the requirements from structural analyses point of view, i.e. need of elastic, strength and toughness properties, and/or from technical point of view, i.e. use of conventional technical expertise and limited invasiveness. In this respect, the new RILEM Technical Committee CTM aims at promoting the use of tests on masonry cores for the evaluation of compression and shear properties of unreinforced masonry with regular units. Upon a state-of-the-art review, a database of previous experimental test series will be created to identify influencing factors (e.g., core’s geometry, boundary conditions). Selected testing procedures will be compared at various international institutes for a variety of masonry types typically used in existing structures and infrastructure. By comparing results with standardise tests, correction factors will be identified. Eventually, testing guidelines to characterise masonry with core specimens will be defined and shared within the research and engineering community.

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Publication Details

Journal
RILEM Technical Letters
Published
2025-01-27
DOI
https://doi.org/10.21809/rilemtechlett.2024.207
Citations
2
Primary Topic
Civil and Structural Engineering Research
Type
article
Field-Weighted Citation Impact
1.91

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article

Testing Methods for Masonry Cores: A way forward to increase reliability of mechanical properties evaluation

Rita Esposito, Francesca Ferretti
2 citations
RILEM Technical Letters
Civil and Structural Engineering Research
1.91
article

Testing Methods for Masonry Cores: A way forward to increase reliability of mechanical properties evaluation

Rita Esposito, Francesca Ferretti
article en
2 citations

Abstract

The assessment of unreinforced brick masonry structures and infrastructure is a worldwide challenge for the development of resilient urban areas and preservation of historical assets. Among other factors, the estimation of mechanical performance of masonry in existing construction is of importance. However, the characterisation effort does not always satisfy the requirements from structural analyses point of view, i.e. need of elastic, strength and toughness properties, and/or from technical point of view, i.e. use of conventional technical expertise and limited invasiveness. In this respect, the new RILEM Technical Committee CTM aims at promoting the use of tests on masonry cores for the evaluation of compression and shear properties of unreinforced masonry with regular units. Upon a state-of-the-art review, a database of previous experimental test series will be created to identify influencing factors (e.g., core’s geometry, boundary conditions). Selected testing procedures will be compared at various international institutes for a variety of masonry types typically used in existing structures and infrastructure. By comparing results with standardise tests, correction factors will be identified. Eventually, testing guidelines to characterise masonry with core specimens will be defined and shared within the research and engineering community.

RILEM Technical LettersVol. 9
University of Bologna (IT), Delft University of Technology (NL)
University College London, Technische Universiteit Delft, Università di Bologna, Politechnika Krakowska, Pécsi Tudományegyetem
Openalex Percentile: Top 18%
Civil and Structural Engineering Research
1.91
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Testing Methods for Masonry Cores: A way forward to increase reliability of mechanical properties evaluation — Rita Esposito, Francesca Ferretti · RILEM Technical Letters (2025) | TGRS Research Map | TGRS