Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/13389
DC FieldValueLanguage
dc.contributor.authorPolydorou, Thomaida-
dc.contributor.authorRiding, Kyle A.-
dc.contributor.authorPeterman, Robert J.-
dc.contributor.authorMurray, Leigh-
dc.date.accessioned2019-03-05T10:01:31Z-
dc.date.available2019-03-05T10:01:31Z-
dc.date.issued2013-09-
dc.identifier.citationPrestressed Concrete Institute Convention and National Bridge Conference, Grapevine, Texas, USA September 2013en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14279/13389-
dc.description.abstractASTM recently adopted the Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Strand as ASTM A 1081. The precision and bias statement for this test method has not however been developed. The first step in developing the precision and bias statement is to perform a ruggedness study to determine how the results are affected by allowable variations in methods and materials. A ruggedness study was performed for ASTM A 1081 as the first step in an ongoing interlaboratory study to determent the test method precision and bias. After an initial survey of the pull-out strength of North American Strand in mortar, three strands of differing pull-out strengths were selected for inclusion in the ruggedness study. During this study, the mortar flow, compressive strength at testing, and test loading rate were varied in order to determine their effect on the test results. The results showed that flow was a significant variable in the testing program.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.subjectPrecisionen_US
dc.subjectBiasen_US
dc.subjectStandard Test for Strand Bonden_US
dc.titleEffects of Setup and Material Parameters on the Standard Test for Strand Bonden_US
dc.typeConference Papersen_US
dc.collaborationKansas State Universityen_US
dc.subject.categoryCivil Engineeringen_US
dc.countryUnited Statesen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferencePrestressed Concrete Institute Convention and National Bridge Conferenceen_US
cut.common.academicyear2012-2013en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.languageiso639-1en-
item.fulltextWith Fulltext-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.orcid0000-0002-2705-6931-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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