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Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/13386
DC FieldValueLanguage
dc.contributor.authorPolydorou, Thomaida-
dc.contributor.authorRiding, Kyle A.-
dc.contributor.authorPeterman, Robert J.-
dc.date.accessioned2019-03-04T12:31:39Z-
dc.date.available2019-03-04T12:31:39Z-
dc.date.issued2016-08-
dc.identifier.citationPrecast/Prestressed Concrete Institute (PCI), 2016, vol. 61, no. 4, pp. 53-64en_US
dc.identifier.issn08879672-
dc.description.abstractAs part of a study to determine minimum acceptance criteria for strand bond as measured using ASTM A1081, ruggedness and interlaboratory studies were conducted on ASTM A1081 to determine the test method coefficient of variation. Based on the ruggedness study, a modified method of ASTM A1081 was proposed that changes the mortar flow requirements from 105% to 120%, standardizes the sand source and gradation, fixes the water-cement ratio at 0.45, and eliminates the time window. The interlaboratory study was performed using ASTM A1081 and the modified ASTM A1081 method on three different strand sources. ASTM A1081 had an average coefficient of variation in the interlaboratory study of 14.5% and 11% for the modified method.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofPrecast/Prestressed Concrete Institute (PCI) Journalen_US
dc.rights© Precast - Prestressed Concrete Instituteen_US
dc.subjectASTM A1081en_US
dc.titleInterlaboratory Study of the Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Stranden_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Floridaen_US
dc.collaborationKansas State Universityen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryCyprusen_US
dc.countryUnited Statesen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.issue4en_US
dc.relation.volume61en_US
cut.common.academicyear2015-2016en_US
dc.identifier.spage53en_US
dc.identifier.epage64en_US
item.openairetypearticle-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.languageiso639-1en-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.orcid0000-0002-2705-6931-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.journal.journalissn0887-9672-
crisitem.journal.publisherPrestressed Concrete Institute-
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