Two-way Shear Behavior Of Concrete Slabs Reinforced With Polypropylene Fibers

dc.contributor.author Abbas, Israa S.
dc.date.accessioned 2020-06-24T08:59:16Z
dc.date.available 2020-06-24T08:59:16Z
dc.date.issued 2017
dc.description Behaviors of the flat plate-column assembly of four reinforced slabs are investigated. Polypropylene synthetic fibers are added to the dense concrete that includes 63% of fine aggregate, the dimensions of the tested square slabs were 500 × 500 × 60 mm, reinforced by constant reinforcement ratio of 0.9%. The main parameter was the polypropylene volume fraction, where the percentages of fibers are used (0.5, 1.0, and 1.5%), compared to normal concrete slabs. The test results show that adding fibers to the dense concrete are control the slab deformation, moreover, adding 1.5% of fibers was increasing the ultimate resisting load by 39%, and increasing the energy absorption capacity by 149%. tr_TR
dc.identifier.uri http://hdl.handle.net/11527/18423
dc.language.iso en tr_TR
dc.publisher Theoretical and Applied Mechanical Turkish National Committee, İTÜ tr_TR
dc.relation.ispartofseries ;20th National Mechanical Congress
dc.title Two-way Shear Behavior Of Concrete Slabs Reinforced With Polypropylene Fibers tr_TR
dc.type Working Paper tr_TR
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