Comparative experimental study of the mechanical and fracture properties of Portland limestone and Corsehill sandstone

An experimental investigation of the mechanical and fracture characteristics of Portland limestone and Corsehill sandstone is undertaken, aiming at enhancing understanding of the structural behaviour of these natural building stones commonly used in both new and restoration projects in Edinburgh, S...

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Main Authors: Aikaterini Marinelli, Matthew Stewart
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2019-09-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/2612
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spelling doaj-0fc3686a15ba454caa279dc73734f5b32021-01-27T17:13:33ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932019-09-011350Comparative experimental study of the mechanical and fracture properties of Portland limestone and Corsehill sandstone Aikaterini Marinelli0Matthew Stewart1Edinburgh Napier UniversityEdinburgh Napier University An experimental investigation of the mechanical and fracture characteristics of Portland limestone and Corsehill sandstone is undertaken, aiming at enhancing understanding of the structural behaviour of these natural building stones commonly used in both new and restoration projects in Edinburgh, Scotland. A series of three-point bending and four-point bending tests on appropriately cut prismatic samples, in the presence of U-shape notches, were performed and results were interpreted following the concepts of crack mouth opening displacement and fracture energy. The critical crack opening displacement could be further investigated as a fracture criterion, in­dependently of the method used for its determination. At a second stage, the effect of specimen shape and size on flexural strength, deflection at mid-span, crack mouth opening displacement and fracture energy was studied for Port­land limestone. Despite the scattering of results, trends observed comprise (a) the negative correlation between the flexural strength of Portland limestone and the specimen span length and (b) the positive correlation between fracture energy and specimen size. Conclusions drawn are in good agreement with similar ones for other quasi-brittle materials and contribute to the assessment of the fracture behaviour of full size structural members that are often beyond the range of possible failure testing.        https://www.fracturae.com/index.php/fis/article/view/2612Corsehill sandstonePortland limestoneMechanical propertiesSize effectShape effectFracture energy
collection DOAJ
language English
format Article
sources DOAJ
author Aikaterini Marinelli
Matthew Stewart
spellingShingle Aikaterini Marinelli
Matthew Stewart
Comparative experimental study of the mechanical and fracture properties of Portland limestone and Corsehill sandstone
Frattura ed Integrità Strutturale
Corsehill sandstone
Portland limestone
Mechanical properties
Size effect
Shape effect
Fracture energy
author_facet Aikaterini Marinelli
Matthew Stewart
author_sort Aikaterini Marinelli
title Comparative experimental study of the mechanical and fracture properties of Portland limestone and Corsehill sandstone
title_short Comparative experimental study of the mechanical and fracture properties of Portland limestone and Corsehill sandstone
title_full Comparative experimental study of the mechanical and fracture properties of Portland limestone and Corsehill sandstone
title_fullStr Comparative experimental study of the mechanical and fracture properties of Portland limestone and Corsehill sandstone
title_full_unstemmed Comparative experimental study of the mechanical and fracture properties of Portland limestone and Corsehill sandstone
title_sort comparative experimental study of the mechanical and fracture properties of portland limestone and corsehill sandstone
publisher Gruppo Italiano Frattura
series Frattura ed Integrità Strutturale
issn 1971-8993
publishDate 2019-09-01
description An experimental investigation of the mechanical and fracture characteristics of Portland limestone and Corsehill sandstone is undertaken, aiming at enhancing understanding of the structural behaviour of these natural building stones commonly used in both new and restoration projects in Edinburgh, Scotland. A series of three-point bending and four-point bending tests on appropriately cut prismatic samples, in the presence of U-shape notches, were performed and results were interpreted following the concepts of crack mouth opening displacement and fracture energy. The critical crack opening displacement could be further investigated as a fracture criterion, in­dependently of the method used for its determination. At a second stage, the effect of specimen shape and size on flexural strength, deflection at mid-span, crack mouth opening displacement and fracture energy was studied for Port­land limestone. Despite the scattering of results, trends observed comprise (a) the negative correlation between the flexural strength of Portland limestone and the specimen span length and (b) the positive correlation between fracture energy and specimen size. Conclusions drawn are in good agreement with similar ones for other quasi-brittle materials and contribute to the assessment of the fracture behaviour of full size structural members that are often beyond the range of possible failure testing.       
topic Corsehill sandstone
Portland limestone
Mechanical properties
Size effect
Shape effect
Fracture energy
url https://www.fracturae.com/index.php/fis/article/view/2612
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