Experimental Study of Concrete Strengthened by Stiffened Aluminum Plate

Ji Hua Zhu; Liang Liang Wei; Wen Ting Wu; Feng Xing; Ran Feng

doi:10.4028/www.scientific.net/AMM.584-586.997

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 584-586Experimental Study of Concrete Strengthened by...

Experimental Study of Concrete Strengthened by Stiffened Aluminum Plate

Abstract:

A noval concrete structure strengthening technique which employs aluminum alloy plate of stiffened sections was presented. Aluminum plate width, stiffener number and height were considered for bond performance investigations. Based on the simlple shear test, three types of failure mode were observed in this study. Test results indicates that the couple effect of aluminum width and stiffener number is more remarkable than stiffener height for strengthening behaviour. A set of comparison over the behaviour of aluminum laminate were carried out among EBR, NSM and stiffened plates. It shows that the siffened plates can be used sucessfully in concrete strengthening.

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Periodical:

Applied Mechanics and Materials (Volumes 584-586)

Pages:

997-1000

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.584-586.997

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Online since:

July 2014

Authors:

Ji Hua Zhu*, Liang Liang Wei, Wen Ting Wu, Feng Xing, Ran Feng

Keywords:

Aluminium Alloy, Bond Performance, Concrete, Simple Shear Test, Stiffener

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* - Corresponding Author

References

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