An Experimental Study on One-way Foamed Concrete Slabs Reinforced with Steel Bars | ||||
| Engineering Research Journal (Shoubra) | ||||
| Volume 53, Issue 3, July 2024, Page 125-128 PDF (875.33 K) | ||||
| Document Type: Research articles | ||||
| DOI: 10.21608/erjsh.2024.284701.1293 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
Mohamed Hassaan Ahmed  1; Tarik Abd El Fatah Youssef2; Goda Mohamed Ghanem1; Waleed Tawheed1
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| 1Faculty of Engineering, Mataria, Helwan University, Cairo, Egypt. | ||||
| 2Structural Engineering department, Faculty of Engineering, L’Université Française D'Égypte, Cairo, Egypt. | ||||
| Abstract | ||||
| An experimental study was conducted to investigate the flexural behavior of foamed concrete (foamcrete) one-way slab specimens reinforced with steel bars. Structural Foamed Concrete (SFC) with an average dry density of 1600 kg/m3 and compressive strength of 25 MPa was used in this study. FC slabs were cast as orthotropic plates and their load-deflection response was predicted under a three-point bending configuration. A total of six reinforced foamed concrete slab specimens of dimensions 350 x 700 x 100 mm were tested. Two variables were considered: the polypropylene fiber content and the reinforcement ratio. Results demonstrated the reliability of using foamcrete (FC) with a dry density of 1600 kg/m3 and compressive strength of more than 25 MPa for structural use; as well as the mechanical property enhancement using various percentages of polypropylene fibers (PP) (by weight of cement). The PP ratio of 0.3% stood out as an optimal value that increased the slab-element ultimate load capacity by 9.7% also corresponding to a deflection decrease of 16.46%. | ||||
| Keywords | ||||
| Steel reinforced foam concrete; One-way foamed concrete slabs; Three-point bending; Flexural behavior; Polypropylene fibers | ||||
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