| contributor author | Matthew J. Radik | |
| contributor author | Ece Erdogmus | |
| contributor author | Travis Schafer | |
| date accessioned | 2017-05-08T21:55:22Z | |
| date available | 2017-05-08T21:55:22Z | |
| date copyright | May 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000237.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66556 | |
| description abstract | Two methods for strengthening two-way reinforced concrete floor slabs subjected to out-of-plane bending loads are compared through experiments on seven test specimens and subsequent analyses. The seven test specimens were two unstrengthened regular reinforced concrete slabs (control), two slabs strengthened using glass-fiber-reinforced polymer (GFRP) sheets, and three slabs strengthened with an innovative method of applying a layer of fiber-reinforced cement (FRC) in varying thicknesses to the tension face of the slab. All specimens were | |
| publisher | American Society of Civil Engineers | |
| title | Strengthening Two-Way Reinforced Concrete Floor Slabs Using Polypropylene Fiber Reinforcement | |
| type | Journal Paper | |
| journal volume | 23 | |
| journal issue | 5 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000206 | |
| tree | Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005 | |
| contenttype | Fulltext | |
