Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry-Reference-Cited by-同舟云学术

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Experimental analysis of the size effect on the compressive behaviour of cylindrical samples core-drilled from existing brick masonry

Published:2019-12 Issue: Volume:228 Page:116759
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Segura Jorge^ORCID,Pelà Luca,Roca Pere^ORCID,Cabané Albert

Funder

Ministry of Economy and Competitiveness

Ministry of Science, Innovation and Universities of the Spanish Government

ERDF

Secretaria d’Universitats i Investigació de la Generalitat de Cataluny

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. UIC, Leaflet 778-3R: Recommendations for the inspection, assessment and maintenance of masonry arch bridges, 1995.

2. Compressive strength of solid clay brick masonry: calibration of experimental tests and theoretical issues;Brencich,2006

3. Experimental identification of a multi-span masonry bridge: the Tanaro Bridge;Brencich;Constr. Build. Mater.,2008

4. Compressive strength of brick masonry in existing buildings — research on samples cut from the structures;Matysek,2016

5. Mechanical characterization of historical masonry by core drilling and testing of cylindrical samples;Pelà;Int. J. Archit. Herit.,2016

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1. Macroscopic compressive strength study of historical grey bricks based on microscopic scale;Construction and Building Materials;2024-03

2. Flexural strength evaluation of Persian clay brick masonry with gypsum mortar;European Journal of Environmental and Civil Engineering;2023-12-18

3. A strategy for material characterisation of multi-wythe masonry Infrastructure: Preliminary study;Construction and Building Materials;2023-12

4. Mechanical Characterisation of Multi-Wythe Masonry Bridge in the City of Amsterdam;RILEM Bookseries;2023-09-04

5. Macro-Block and DEM-Based Probabilistic Analysis to Predict In-Plane Structural Behavior of URM Pier–Spandrel Systems;Lecture Notes in Civil Engineering;2023

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