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dc.contributor.advisorLey, Tyler
dc.contributor.authorDickey, Michael
dc.date.accessioned2022-07-15T20:58:06Z
dc.date.available2022-07-15T20:58:06Z
dc.date.issued2021-05
dc.identifier.urihttps://hdl.handle.net/11244/335937
dc.description.abstractThis work creates a simple test method to determine the effectiveness of macro synthetic fibers and steel fibers inside concrete by analyzing data from laboratory mixtures with a series of different fiber types and dosages. Comparisons are made between the different fibers for different concrete properties. The goal of this research was to develop a simple test method, called the Split Beam Test, to test the effectiveness of different fibers in comparison to one another. The performance of the fibers is based on how well the fibers can control the crack width before ultimate failure. The research also looks into the effect that each of these fibers has on the ability to finish the surface of the concrete, the slump, and the compressive strength. The Split Beam Test showed to produce consistent results within mixtures and provides a simple way to compare fiber types and dosages to one another. Promising results were also shown by The Split Beam test to show that the use of fibers in concrete can be used to decrease the crack width of a beam.
dc.formatapplication/pdf
dc.languageen_US
dc.rightsCopyright is held by the author who has granted the Oklahoma State University Library the non-exclusive right to share this material in its institutional repository. Contact Digital Library Services at lib-dls@okstate.edu or 405-744-9161 for the permission policy on the use, reproduction or distribution of this material.
dc.titleUse of fibers to improve the performance of concrete
dc.contributor.committeeMemberDelatte, Norb
dc.contributor.committeeMemberEmerson, Robert
osu.filenameDickey_okstate_0664M_17216.pdf
osu.accesstypeOpen Access
dc.type.genreThesis
dc.type.materialText
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorOklahoma State University


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