BibTeX:

@article{IJIRSTV1I12097,
     title={Experimental Study on Deflection Behavior of One-Way Slab Using GFRP Bars},
     author={Ashish Patel and Kushal J Parmar},
     journal={International Journal for Innovative Research in Science & Technology},
     volume={1},
     number={12},
     pages={271--274},
     year={},
     url={http://www.ijirst.org/articles/IJIRSTV1I12097.pdf},
     publisher={IJIRST (International Journal for Innovative Research in Science & Technology)},
}

This paper deals with a state of art research on deflection behavior of one-way slab with replacing FRP bars as a in deflection behavior and cracks in FRP reinforced material. This paper present flexural behavior of one-way slab to its replacement of Steel bars. The use of FRP bars as a reinforcement in concrete structure has increased rapidly last few years due to their highly corrosion resistance. To change in reinforcement ratio in the main reinforcement bars as well as secondary reinforcement bars. Total nos. of eight one-way slabs results are discussed in this paper. Slab dimension is length 1m, width 0.35m and thickness of slab is 0.10m.

Deflection; FRP Bars; Concrete; Deformation Behavior; Flexural Stiffening