Experimental Study for CFRP Sheets Reinforcing High-Titaniferous Blast Furnace Slag Concrete Beams

Chun Li Zhou

doi:10.4028/www.scientific.net/AMM.507.328

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 507Experimental Study for CFRP Sheets Reinforcing...

Experimental Study for CFRP Sheets Reinforcing High-Titaniferous Blast Furnace Slag Concrete Beams

Abstract:

Four high-titaniferous blast furnace slag concrete beams of rectangular section were made, one of which is the control group. 3 CFRP were set in bottom of the other beams respectively before the static loading test. The results show that external CFRP sheets can enhance the bearing capacity, reduce the deflection and delay the development of cracks, and cracking load of beams is basically proportional to reinforcement layer of CFRP sheets. But the increase of ultimate bearing capacity is not proportional to reinforcement layer of CFRP sheets, and the utilization rate of CFRP sheets would reduce with increase of bond layers.

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Periodical:

Applied Mechanics and Materials (Volume 507)

Pages:

328-331

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.507.328

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Online since:

January 2014

Authors:

Chun Li Zhou

Keywords:

CFRP, Experimental Study, High-Titaniferous Blast Furnace Slag Concrete Beams, Reinforce

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References

[1] Jiangfeng Dong, Qingyuan Wang, Yanmei Zhu, et al. Experimental Study on RC Beams Strengthened with Externally Bonded FRP Sheets [J]. Chengdu: Journal of Sichuan University (Engineering Science Edition), 2010, 42(5): 197 - 203. (In Chiese).

DOI: 10.1109/icetce.2011.5776191

Google Scholar

[2] Campione G, Mangiavillano M L. Fibrous reinforcedconcrete beams in flexural: Experimental investigation, analytical modeling and desigh considerations. Engi-neering Structures, 2008(30): 2970 - 2980.

DOI: 10.1016/j.engstruct.2008.04.019

Google Scholar

[3] Ceroni F. Experimental performances of RC beamsstrengthened with FRP materials. Construction andBuilding Materials, 2010(24): 1547 - 1559.

DOI: 10.1016/j.conbuildmat.2010.03.008

Google Scholar

[4] Dong J, Wang Q, Qiu C, et al. Experimental study on RC beams strengthened with CFRP sheets. AdvancedMaterilas Research, 2011(213): 548 - 55.

DOI: 10.4028/www.scientific.net/amr.213.548

Google Scholar

[5] Barros J A O, Diad S J E, Lima J L T. Efficacy of CFRP-based techniques for the flexural and shearstrengthening of concrete beams. Cement and ConcreteComposites, 2007(29): 203 - 217.

DOI: 10.1016/j.cemconcomp.2006.09.001

Google Scholar