<efrbr:recordSet xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:efrbr="http://vfrbr.info/efrbr/1.1" xmlns:efrbr-work="http://vfrbr.info/efrbr/1.1/work" xmlns:efrbr-expression="http://vfrbr.info/efrbr/1.1/expression" xmlns:efrbr-manifestation="http://vfrbr.info/efrbr/1.1/manifestation" xmlns:efrbr-person="http://vfrbr.info/efrbr/1.1/person" xmlns:efrbr-corporateBody="http://vfrbr.info/efrbr/1.1/corporateBody" xmlns:efrbr-concept="http://vfrbr.info/efrbr/1.1/concept" xmlns:efrbr-structure="http://vfrbr.info/efrbr/1.1/structure" xmlns:efrbr-responsible="http://vfrbr.info/efrbr/1.1/responsible" xmlns:efrbr-subject="http://vfrbr.info/efrbr/1.1/subject" xmlns:efrbr-other="http://vfrbr.info/efrbr/1.1/other" xsi:schemaLocation="http://vfrbr.info/efrbr/1.1 http://vfrbr.info/schemas/1.1/efrbr.xsd"><efrbr:entities><efrbr-work:work identifier="http://purl.tuc.gr/dl/dias/A4DDD06A-8DA4-45F8-9256-544F9065E84D"><efrbr-work:titleOfTheWork>Experimental investigation of the mechanical properties of Alfas stone</efrbr-work:titleOfTheWork></efrbr-work:work><efrbr-expression:expression identifier="http://purl.tuc.gr/dl/dias/A4DDD06A-8DA4-45F8-9256-544F9065E84D"><efrbr-expression:titleOfTheExpression>Experimental investigation of the mechanical properties of Alfas stone</efrbr-expression:titleOfTheExpression><efrbr-expression:formOfExpression vocabulary="DIAS:TYPES">
            Peer-Reviewed Journal Publication
            Δημοσίευση σε Περιοδικό με Κριτές
         </efrbr-expression:formOfExpression><efrbr-expression:dateOfExpression type="issued">2018-05-31</efrbr-expression:dateOfExpression><efrbr-expression:dateOfExpression type="published">2017</efrbr-expression:dateOfExpression><efrbr-expression:languageOfExpression vocabulary="iso639-1">en</efrbr-expression:languageOfExpression><efrbr-expression:summarizationOfContent>This paper focuses on the experimental investigation of the mechanical properties of the Alfas natural building stone. Two series of uniaxial compression tests and indirect tensile tests (Brazilian tests) were performed in order to determine the uniaxial compressive strength and the indirect tensile strength respectively. Different sets of cylindrical specimens and circular discs were prepared by varying their geometry in order to examine the size effect on the respective strength values. Also, the size effect was investigated with respect to the calculated intact rock modulus and Poisson’s ratio. All specimens were prepared by following the ISRM suggested methods and the load was applied using a stiff 1600 kN MTS hydraulic testing machine and a 500 kN load cell. Strain was measured using biaxial 0/90 stacked rosettes appropriately attached on each specimen.</efrbr-expression:summarizationOfContent><efrbr-expression:useRestrictionsOnTheExpression type="creative-commons">http://creativecommons.org/licenses/by/4.0/</efrbr-expression:useRestrictionsOnTheExpression><efrbr-expression:note type="journal name">Frattura ed IntegritÃ  Strutturale</efrbr-expression:note><efrbr-expression:note type="journal volume">11</efrbr-expression:note><efrbr-expression:note type="journal number">40</efrbr-expression:note><efrbr-expression:note type="page range">18-32</efrbr-expression:note></efrbr-expression:expression><efrbr-person:person identifier="http://users.isc.tuc.gr/~kkaklis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Kaklis Konstantinos
            Κακλης Κωνσταντινος
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            Mavrigiannakis Stelios
            Μαυριγιαννακης Στελιος
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            Agioutantis Zacharias
            Αγιουταντης Ζαχαριας
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="http://users.isc.tuc.gr/~msteiakakis"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Steiakakis Manolis
            Στειακακης Μανωλης
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-person:person identifier="http://users.isc.tuc.gr/~FStathogianni"><efrbr-person:nameOfPerson vocabulary="TUC:LDAP">
            Stathogianni Foteini
            Σταθογιαννη Φωτεινη
         </efrbr-person:nameOfPerson></efrbr-person:person><efrbr-corporateBody:corporateBody identifier="360C3507-E8C5-439A-A6D6-2A3EAF6B0CB1"><efrbr-corporateBody:nameOfTheCorporateBody vocabulary="">
            Gruppo Italiano Frattura
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            Alfas
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="F96AC26A-09DE-468F-9F87-31FE706FAB03"><efrbr-concept:termForTheConcept>
            Building stones
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="D60BBFF2-96A6-4951-86F3-792FCD675F4B"><efrbr-concept:termForTheConcept>
            Indirect tensile strength
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="0D5B9FC2-AC47-431E-85F1-F063AECE6699"><efrbr-concept:termForTheConcept>
            Size effect
         </efrbr-concept:termForTheConcept></efrbr-concept:concept><efrbr-concept:concept identifier="2B41E7E4-2614-4550-B79C-A63BAB5BC1D5"><efrbr-concept:termForTheConcept>
            Uniaxial compressive strength
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