The Experimental Study on Bearing Capacity of Reinforced Concrete Structure with Different Reinforce Methods

Qing Yi Liu; Xiao Mei Liu

doi:10.4028/www.scientific.net/AMR.936.1438

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 936The Experimental Study on Bearing Capacity of...

The Experimental Study on Bearing Capacity of Reinforced Concrete Structure with Different Reinforce Methods

Abstract:

Three reinforcement materials with steel plate, epoxies resin sheet, and glass fiber sheet adhering to failed reinforced concrete beams (RC beams) were used to improve the bearing capacity of Reinforced Concrete beams in the paper. The test results shows all the three materials were proved satisfied with bearing capacity increasing request. Strengthening effects with steel plate and epoxies resin sheet were more obvious.

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Periodical:

Advanced Materials Research (Volume 936)

Pages:

1438-1441

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.936.1438

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Online since:

June 2014

Authors:

Qing Yi Liu*, Xiao Mei Liu

Keywords:

Bearing Capacity, Concrete Structure, Reinforcement Technology

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* - Corresponding Author

References

[1] Zhao Rongwei. Experimental study on Corroded RC Flexural Members Reinforced with Grouting Material[D]. Zhejiang University, Zhejiang, (2012).

Google Scholar

[2] Li Chunxi. The reinforcement technology of concrete structure[J]. Science & Technology Information, 2012(19): 373, 380.

Google Scholar

[3] Zhang Yiduo, Liu Ronggui. Survey on Research and Application of Strengthening Techniques[J]. Journal of JiangSu UniverSity(NaturaI science Edition). 2003, Vol24 No. 6: 14-16, 76: 91-94.

Google Scholar

[4] Bencardino F，Spadea G，Swamy R N．Strength and Ductility of Reinforced Concrete Beams Extemally Reinforced with Carbon Fiber Fabric[J]．Alci StructIlral Journal，2002，99(2)：163—171.

Google Scholar

[5] Technical Specification for Strengthening Concrete Structures(CECS26: 90). China Association for Engineering Construction Standardization.

Google Scholar

[6] Designcode for strengthening concrete structure(GB50367-2006)[S]. Beijing: China Architecture &Building Press, (2006).

Google Scholar