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Πεδίο DCΤιμήΓλώσσα
dc.contributor.authorAhmad, Sohaib-
dc.contributor.authorPilakoutas, Kypros-
dc.contributor.authorKhan, Qaiser Uz Zaman-
dc.contributor.authorNeocleous, Kyriacos-
dc.date.accessioned2019-07-03T07:20:24Z-
dc.date.available2019-07-03T07:20:24Z-
dc.date.issued2015-
dc.identifier.citationArabian Journal for Science and Engineering, 2015, vol. 40, no. 2, pp. 313-328.en_US
dc.identifier.issn2193567X-
dc.description.abstract© 2014, King Fahd University of Petroleum and Minerals. One of the most significant problems found in non-engineered reinforced concrete structures is poor quality concrete and can lead to brittle failure modes even for small magnitude earthquakes. The statistics of different post-earthquake surveys indicate that the reinforced concrete building stock in developing countries can have a broad range of low-strength concrete, which can vary between 4 and 20 MPa. The lack of information regarding low-strength concrete mechanical characteristics necessitates a study on low-strength concrete and the development of appropriate stress–strain models to realistically simulate the inelastic behaviour of non-engineered structures. This paper presents the methods adopted to produce low-strength concrete in the laboratory. The stress–strain results obtained from compression tests on cylindrical concrete specimens are presented and new expressions for the modulus of elasticity, peak strain and failure strain are developed, which are used in the development of a stress–strain model for low-strength concrete.en_US
dc.formatPDFen_US
dc.language.isoenen_US
dc.relation.ispartofArabian Journal for Science and Engineeringen_US
dc.rights© King Fahd University of Petroleum and Mineralsen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectCompressive strengthen_US
dc.subjectElastic modulusen_US
dc.subjectLow-strength concreteen_US
dc.subjectMechanical propertiesen_US
dc.subjectNon-engineered reinforced concrete structuresen_US
dc.titleStress–Strain Model for Low-Strength Concrete in Uni-Axial Compressionen_US
dc.typeArticleen_US
dc.collaborationUniversity of Sheffielden_US
dc.collaborationUniversity of Engineering and Technology, Taxilaen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsOpen Accessen_US
dc.countryUnited Kingdomen_US
dc.countryPakistanen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1007/s13369-014-1411-1en_US
dc.identifier.scopus2-s2.0-84921357583-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/84921357583-
dc.relation.issue2en_US
dc.relation.volume40en_US
cut.common.academicyear2014-2015en_US
dc.identifier.spage313en_US
dc.identifier.epage328en_US
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.openairetypearticle-
crisitem.journal.journalissn2191-4281-
crisitem.journal.publisherSpringer Nature-
crisitem.author.deptERATOSTHENES Centre of Excellence-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-2445-5814-
crisitem.author.parentorgCyprus University of Technology-
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