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dc.contributor.authorYounes, Mohamad
dc.contributor.authorMokdad, Kawthar
dc.contributor.authorHamad, Bilal
dc.contributor.authorAssaad, Joseph
dc.contributor.authorJahami, Ali
dc.date.accessioned2026-08-20T12:14:51Z
dc.date.available2026-08-20T12:14:51Z
dc.date.copyright2026/04/09
dc.date.issued2026
dc.identifier.otherJSDCCC.SCENG-2098.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313276
dc.description.abstractAbstractThis study investigates the shear strength performance of reinforced concrete (RC) beams without stirrups cast using hybrid fiber-reinforced concrete (HFRC). Six mixtures were prepared by combining two types of fibers—steel, polypropylene (PP), ...Graphical summary of experimental and numerical evaluation of hybrid fiber-reinforced concrete beams without stirrups, showing fiber types, beam setup, key findings, and performance data. Results highlight improved shear capacity and ductility, with steel–...
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental and Numerical Studies on the Shear Strength of HFRC Beams without Stirrups
dc.typeJournal Article
dc.journal.volume31
dc.journal.issue3
dc.journal.titleJournal of Structural Design and Construction Practice
dc.identifier.doi10.1061/JSDCCC.SCENG-2098
dc.journal.fristpage04026055-1
dc.journal.lastpage04026055-12
dc.page12
dc.treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 003
dc.contenttypeFulltext


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