Research Articles | Challenge Journal of Concrete Research Letters

Experimental Analysis of Centerally Openned Two-Way Slabs Strengthened with Carbon Fiber Laminates

Adham Abd El-Razik El-Alfy

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Abstract


This study is an experimental and analysis investigation of the behavior of two-way simply supported RC flat slabs with centered circular, rectangular, and square openings. Four models were tested to failure, consisting of a referencemodelwithoutopening,andthree modelswithanopening and Carbon Fiber Reinforced Polymer (CFRP) laminatesapplied tothetensionfaceof the models.Theresultsrevealed that externallybondedCFRPlaminates significantly increased boththeoverall stiffness and flexural capacityofthemodels provided withanopening. CFRP anchoring method can further increase the performance of the strengthening scheme used. Experimental load-deflection curves and failure modes are discussed.

Keywords


reinforced concrete; centered opening slab strengthening with carbon fiber laminates; experimental analysis of two way slabs

References


- ACI Committee 440R, "State of the Art Report on Fiber Reinforced Plastic (FRP) reinforcement for Concrete Structures", American Concrete Institute, 1996.

- Zaslvasky, A. (1997). “Yield-Line Analysis of Rectangular Slabs with Central Openings,” Proceedings ACI, Vol. 64, 838-844.

- Lash, S.D., Banerjee, A. (2000). “Strength of Simply Supported Square Plates with Central Square Openings,” Trans. Eng. Inst. Can., Vol. 10, No. A-5, 3-11.

- Islam, S. and Park, R. (2010). “Yield-Line Analysis of Two-way RC Slabs with Openings,” J. Inst. Structure Eng., Vol. 49, No. 6, 269-276.

- Ichimasu, H., Maruyama, M., Watanabe, H., and Hirose, T. (1993). “RC slabs strengthened by bonded carbon FRP plates: Part 1-Laboratory Study,” FRPRCS, ACI SP-138, A. Nanni, and C. W. Dolan, 933-955.

- Arockiasamy, M., Sowrirajan, R., Shahawy, M. and Beitelman, T. E., (2005) "Concrete Beams and Slabs Retrofitted with CFRP Laminates", Proc. Of 11th Conf. on Eng. Mech., ASCE, New York, 776-779.

- Karbhari, V. M., Seible, F., Seim, W., and Vasquez, A. (1999). “Post-strengthening of concrete slabs,” FRPRCS4, ACI SP-188, C. W. Dolan, S. H. Rizkalla and A. Nanni, American Concrete Institute, 1163-1173.

- Takahashi, Y., and Sato, Y. (2001). “Experimental study on the strengthening effect of a CFRP sheet for RC slabs,” FRPRCS5, Thomas Telford, Cambridge, UK, 989-996.

- Teng, J.G., Chen, J.F., Smith, S.T., and Lam, L. (2002) “Flexural Strengthening of Slabs,” FRP Strengthened RC Structures, John Wiley & Sons, 135-146.

- Zhang, J. W., Teng, J. G., Wong, Y. L., and Lu, Z. T. (2011). “Behavior of two-way RC slabs externally bonded with steel plate,” Journal of Structural Engineering, ASCE, Vol. 127, No. 4, 390-397.

- Erki, M.A., and Heffernan, P.J., (1995). “Reinforced Concrete Slabs Externally Strengthened with Fibre-Reinforced Plastics Materials”, Non-metallic (FRP) Reinforcement for Concrete Structures, 2nd Symposium, Belgium, pp.509-516.

- Casadei P., Nanni, A. and Ibell T., "Experiments on Two-way RC Slabs with Openings Strengthened with CFRP Laminates", Center for Infrastructure Engineering Studies, (CIES03-39), University of Missouri-Rolla, USA, 2003.

- Mohamed, T., El-Attar, A., and El-Ibiari, S., (2002). “Strengthening of Two-Way Reinforced Concrete Slabs with Created Central Openings” Accepted to the Regional Conference on Civil Engineering Technology and III International Symposium on Environmental Hydrology, Egypt.

- Miao-Buquan; Chern-JennChuan; Yang-ChenAn ,Influences of fiber content on properties of self-compacting steel fiber reinforced concrete, Journal of the Chinese Institute of Engineers, v 26,n 4, p 523-530,July, 2003.


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