Determination of acceptance criteria for prestressing strand in pre-tensioned applications

dc.contributor.authorPolydorou, Thomaida
dc.date.accessioned2014-08-18T13:44:37Z
dc.date.available2014-08-18T13:44:37Z
dc.date.graduationmonthAugust
dc.date.issued2014-08-18
dc.date.published2014
dc.description.abstractASTM recently adopted the Standard Test Method for Evaluating Bond of Seven-Wire Steel Prestressing Strand as ASTM A1081, a pull-out test procedure developed for verifying the ability of steel strands to bond to cementitious materials prior to their use as tensile reinforcement in prestressed concrete sections. The required by ASTM International precision and bias statement has not been developed for this test method. In addition, a minimum threshold value that will ensure only adequately bonding strand sources will be accepted has not yet been applied to ASTM A1081. The test method was developed after findings that prestressing steel strand sources of identical type and grade vary significantly as far as their bonding capacity. Bond is a crucial aspect of the prestressing force being transferred into the concrete, and insufficient bonding action can result in the prestressed concrete section lacking in capacity to sustain the loads that it was designed for. 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 further testing. A precision and bias statement for ASTM A1081 was developed by first performing ruggedness testing to determine how the results are affected by allowable variations in methods and materials, and followed by an inter-laboratory study to determine the reproducibility of the test method. Once the precision and bias statement for the standard test method was developed, the same strand sources were tested for their performance in concrete beams. Statistical analysis of the flexural beam testing data and correlation with the prestressing strand sources’ ASTM A1081 test results was performed, and the industry was provided with minimum acceptance criteria for prestressing strand tested by ASTM A1081, along with recommendations regarding the standard test method and aspects of prestressed concrete design.
dc.description.advisorKyle A. Riding
dc.description.degreeDoctor of Philosophy
dc.description.departmentDepartment of Civil Engineering
dc.description.levelDoctoral
dc.description.sponsorshipPrestressed Concrete Institute (PCI)
dc.identifier.urihttp://hdl.handle.net/2097/18259
dc.language.isoen_US
dc.publisherKansas State University
dc.rights© the author. This Item is protected by copyright and/or related rights. You are free to use this Item in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s).
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/
dc.subjectPrestressed Concrete
dc.subjectPrestressing
dc.subjectStrand
dc.subjectStrand Bond
dc.subjectPullout Test
dc.subject.umiCivil Engineering (0543)
dc.titleDetermination of acceptance criteria for prestressing strand in pre-tensioned applications
dc.typeDissertation

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