Please use this identifier to cite or link to this item: http://ir.mu.ac.ke:8080/jspui/handle/123456789/5493
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dc.contributor.authorNyomboi, Timothy-
dc.contributor.authorMatsuda, Hiroshi-
dc.contributor.authorDemizu, Akira-
dc.contributor.authorMakino, Kohei-
dc.date.accessioned2021-11-30T12:11:11Z-
dc.date.available2021-11-30T12:11:11Z-
dc.date.issued2010-
dc.identifier.urihttps://doi.org/10.11532/structcivil.56A.13-
dc.identifier.urihttp://ir.mu.ac.ke:8080/jspui/handle/123456789/5493-
dc.description.abstractIn this study, strength and deformation behavior in steel fiber reinforced concrete (SFRC) and stirrup RC beams, under bending-shear load, is investigated by analytical and experimental methods. In the experimental test, optical measurement method was used. Analytically, a theoretical model for SFRC beams developed by the authors and FEM code was used. The structural response throughout the loading is captured and presented. Strength comparison among SFRC, stirrup and control beam showed that SFRC beam has a better performance. A parametric study on fiber content and shear span to depth ratio variation characterized the strength enhancement in the fibrous beams. Analytical results obtained using the theoretical model and FEM were in accord with the experimental results.en_US
dc.language.isoenen_US
dc.publisherJ-STAGEen_US
dc.subjectSFRC beamen_US
dc.subjectOptical measurement methoden_US
dc.subjectShear capacityen_US
dc.titleExperimental and analytical study on shear capacity in steel fiber and stirrup RC beamen_US
dc.typeArticleen_US
Appears in Collections:School of Engineering

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