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- W3121065205 abstract "The mechanical behavior of Fiber Reinforced Cementitious Composites (FRCC) under direct shear is studied through experiment and analytical simulation. The cementitious composite considered contains 55% replacement of cement with fly ash and 2% (volume ratio) of short discontinuous synthetic fibers (in the form of mass reinforcement, comprising PVA - Polyvinyl Alcohol fibers). This class of cementitious materials exhibits ductility under tension with the formation of multiple fine cracks and significant delay of crack stabilization (i.e., localization of cracking at a single location). One of the behavioral parameters that concern structural design is the shear strength of this new type of fiber reinforced composites. This aspect was studied in the present work with the use of Push-off tests. The shear strength is then compared to the materials' tensile and splitting strength values." @default.
- W3121065205 created "2021-01-18" @default.
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- W3121065205 date "2019-01-01" @default.
- W3121065205 modified "2023-09-26" @default.
- W3121065205 title "Experimental and analytical investigation of the shear behavior of strain hardening cementitious composites" @default.
- W3121065205 doi "https://doi.org/10.12989/sem.2019.72.1.019" @default.
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