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        1.
        2016.04 서비스 종료(열람 제한)
        In this study, strain properties of high strength concrete (HSC) have been evaluated at elevated temperature. To evaluate the strain behaviour of HSC at elevated temperatures, ø100 × 200 mm cylindrical specimens of HSC with compressive strengths of 80, 130 and 180 MPa concrete were heated to 700 °C at a rate of 1 °C/min. As a results, Total strain of HSC was showing shrinkage with compressive strength increasing.