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