Serviceability and Structural Behavior of FRP-RC Beams under Different Weathering Conditions and Fatigue

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This research encompasses structural behavior of FRP-RC beams under fatigue and different conditioning. Twelve beams were designed, casted, and after 28 days, subjected to pre-cracking. This pre-cracking was designed to simulate the expected flexure cracks in service and to enhance the effects of subsequent exposure. The beams were then exposed to one of the following four conditions: control (indoor lab environment), immersion in alkaline solution, cyclic immersion in alkali solution (Wet and Dry or W&D condition), and outdoor exposure (local Montreal climate) for 14 month .Two potentiometers installed after pre-cracking at the mid-span for flexural crack and at the shear span and after every 50-100 thousands cycles crack mouth opening displacement (CMOD) measured .Deflection of the mid-span recorded at the same time and degradation of crack, and deflection versus number of cycles and life-span prediction with considering service limit state (SLS) elaborated in this research.

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447-450

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] The Canadian Network Centers of Excellence on Intelligent Sensing for Innovative Structures, ISIS, Reinforcing Concrete Structures with Fiber Reinforced Polymers, Manitoba, Canada, (2007).

Google Scholar

[2] Canadian Standard Association, CSA-S807, Specification for Fiber-Reinforced Polymers Canadian Standards Association, Mississauga: Canadian Standard Association, (2010).

Google Scholar

[3] Canadian Standard Association, CSA-S806, Design of Concrete Structures, Rexdale, Ontario: Canadian Standard Association, (2012).

Google Scholar

[4] Canadian Standard Association, CSA-A23. 3-04(R2010), Design of Concrete Structures, Rexdale, Ontario: Canadian Standard Association, (2010).

Google Scholar

[5] American Concrete Institute, ACI 440. 1R-06 , Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars, Farmington Hills, Michigan: American Concrete Institute, (2006).

Google Scholar