Response of Fiber Reinforced Polymer Confined Concrete Exposed to Freeze and Freeze-Thaw Regimes

Response of Fiber Reinforced Polymer Confined Concrete Exposed to Freeze and Freeze-Thaw Regimes

Unidirectional carbon/vinylester composites and concrete cylinders wrapped with three layers of the same composite were exposed to −18°C (0°F) conditions both with and without prior saturation by moisture and to freeze-thaw cycling after saturation. All specimens show degradation in strength, with t...

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Veröffentlicht in:Journal of composites for construction 2002-02, Vol.6 (1), p.35-40
1. Verfasser: Karbhari, V. M
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description Unidirectional carbon/vinylester composites and concrete cylinders wrapped with three layers of the same composite were exposed to −18°C (0°F) conditions both with and without prior saturation by moisture and to freeze-thaw cycling after saturation. All specimens show degradation in strength, with the maximum degradation being due to the saturated freeze-thaw condition caused by cyclic effects of absorption, subsequent crack-opening and fiber-matrix debonding. Analytical predictions, based on approximation of hygrothermomechanical response models for composites combined with a simple confinement model, are shown to correlate well with experimental data for most of the exposure conditions.
doi_str_mv 10.1061/(ASCE)1090-0268(2002)6:1(35)
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title Response of Fiber Reinforced Polymer Confined Concrete Exposed to Freeze and Freeze-Thaw Regimes
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