Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/13388
DC FieldValueLanguage
dc.contributor.authorRiding, Kyle A.-
dc.contributor.authorPeterman, Robert J.-
dc.contributor.authorPolydorou, Thomaida-
dc.contributor.authorRen, GengFeng-
dc.date.accessioned2019-03-05T09:52:32Z-
dc.date.available2019-03-05T09:52:32Z-
dc.date.issued2012-
dc.identifier.citationPrestressed Concrete Institute Convention and National Bridge Conference Nashville, Tennessee, USA September 2012en_US
dc.identifier.urihttps://hdl.handle.net/20.500.14279/13388-
dc.description.abstractThe standard test for strand bond (STSB) test method has been developed to provide an assessment of the ability of steel prestressing strand to bond with cementitious materials. The test method is performed by pulling on a steel strand embedded in a 5 in. diameter steel can filled with mortar. The pullout strength is measured as the force at 0.1 in. displacement of the untensioned strand end. The test method currently requires the pullout test to be performed when the mortar has a compressive strength between 4500 and 5000 psi and between 22 and 26 hours after mixing. The mortar must also have a flow between 100 and 125 percent. It can be very difficult for laboratories to develop a mortar mixture that meets these stringent requirements with their local cement. This paper presents a simple methodology to develop mortar mixtures that meet these requirements.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.subjectMortar Proportioningen_US
dc.subjectStrengthen_US
dc.subjectFlowen_US
dc.titleSimple Mortar Mixture Proportioning Method for Meeting Minimum and Maximum Flow and Strength Requirementsen_US
dc.typeConference Papersen_US
dc.collaborationKansas State Universityen_US
dc.subject.categoryCivil Engineeringen_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.academicyear2011-2012en_US
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypeconferenceObject-
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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