Study on Flexural Behavior of Pre-Stressed Concrete Hollow Slabs Strengthen with CFRP

Bo Wang; Juan Han

doi:10.4028/www.scientific.net/AMM.446-447.1413

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 446-447Study on Flexural Behavior of Pre-Stressed...

Study on Flexural Behavior of Pre-Stressed Concrete Hollow Slabs Strengthen with CFRP

Abstract:

The purpose of this paper is to focus on studying its flexural behavior after different damages pre-stressed concrete hollow slab is strengthened with CFRP. By the experimental method, twelve residential pre-stressed concrete hollow slabs are tested under concentrated force at the two points of the symmetrical load in order to analyze both flexural behavior and effects factored by different bonding modes. The conclusion can be drawn that the flexural behavior of pre-stressed concrete hollow slabs strengthened with CFRP is well-tried. It provides design suggestions and reference for pre-stressed concrete hollow slabs strengthened with CFRP, and also provides an experimental basis for the repairing and reinforcing practical engineering application in Wenchuan disaster area.

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Periodical:

Applied Mechanics and Materials (Volumes 446-447)

Pages:

1413-1416

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.446-447.1413

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Online since:

November 2013

Authors:

Bo Wang, Juan Han

Keywords:

CFRP, Flexural Behavior, Pre-Stressed Concrete Hollow Slabs, Strengthen

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References

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