Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/13390
DC FieldValueLanguage
dc.contributor.authorPolydorou, Thomaida-
dc.contributor.authorRiding, Kyle A.-
dc.contributor.authorPeterman, Robert J.-
dc.date.accessioned2019-03-05T10:20:27Z-
dc.date.available2019-03-05T10:20:27Z-
dc.date.issued2014-09-
dc.identifier.citationPrestressed Concrete Institute Convention and National Bridge Conference, Washington DC, USA September 2014en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14279/13390-
dc.description.abstractASTM A1081 Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Strand was developed to provide a simple index test for determining the strand bond characteristics of prestressing strand for acceptance and quality control. An interlaboratory study that included nine laboratories was performed to quantify the test method precision and bias, and provide information on challenges faced by laboratories in running the test. Strand from three sources was tested in the interlaboratory study using two different procedures. The first procedure was the test method as adopted by ASTM A1081. The second test method used was a modified version that requires the mortar flow fall in a narrower range of 105-120 instead of 100- 125 as required in ASTM A1081, no time window for performing the test, and a prescribed water to cement ratio of 0.45. The results showed that the changes suggested to ASTM A1081 were able to reduce the coefficient of variation from 14.5 to 11%.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.subjectPrecisionen_US
dc.subjectBiasen_US
dc.subjectStandard Test for Strand Bonden_US
dc.titleInterlaboratory study for ASTM A1081 Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Stranden_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.academicyear2013-2014en_US
item.fulltextWith Fulltext-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.languageiso639-1en-
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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