Fatigue Assessment of Concrete Members Strengthened by FRP Materials

Alena Čavojcová; Martin Moravcik

doi:10.4028/www.scientific.net/AMM.617.221

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Experimental Study and Mathematical Modeling of Bond of Different Types Winding Glass-Plastic Reinforcement with Concrete
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Investigation of the Bond Behavior of UHPC
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 617Fatigue Assessment of Concrete Members...

Fatigue Assessment of Concrete Members Strengthened by FRP Materials

Abstract:

Fatigue and fatigue damage leads to a change in material properties that can lead to the element failures. Generally, it is necessary to verify the influence of the fatigue effects on the concrete members according to European standard EC2, [1]. FRP materials have been possibly used for the fatigue damage structure rehabilitation. There we can apply the condition of the limit boundaries stress on concrete and limit force in FRP material theoretical approach. Fatigue assessment will be analyzed for T-beam cross section with reinforcement and strengthened FPR material in this paper.

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Periodical:

Applied Mechanics and Materials (Volume 617)

Pages:

221-224

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.617.221

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Online since:

August 2014

Authors:

Alena Čavojcová*, Martin Moravcik

Keywords:

Concrete, Cyclic Loading, Fatigue, FRP

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References

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