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비파괴시험에 의한 콘크리트 초음파속도의 재령계수 산정

Calculation of Aging Effects of Ultrasonic Pulse Velocity in Concrete by Non-Destructive Test

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참고문헌

키워드

주제분류안전공학

초록

This paper aims to calculate age coefficient of ultrasonic pulse velocity by non-destructive test. When concrete compressive strength is measured by non-destructive test, rebound test hammer method is applied to estimate age coefficient depending on the course of time after concrete casting, but ultrasonic pulse velocity method is not applied in the process. Although it is necessary to consider age coefficient with change of ultrasonic pulse velocity of concrete depending on aging, there have been little attempts to apply that method. The experiments were conducted to calculate aging effects which will be applied to establish the formula of measuring concrete strength. As a result of experiments, it was found that ultrasonic pulse velocity showed radical changes depending on concrete hardening in comparison with initial standard values. So, it was concluded that age coefficient must be applied to calculate strength. In conclusion, age coefficient of ultrasonic pulse velocity of concrete was suggested on the basis of experimental results.

Abstract

This paper aims to calculate age coefficient of ultrasonic pulse velocity by non-destructive test. When concrete compressive strength is measured by non-destructive test, rebound test hammer method is applied to estimate age coefficient depending on the course of time after concrete casting, but ultrasonic pulse velocity method is not applied in the process. Although it is necessary to consider age coefficient with change of ultrasonic pulse velocity of concrete depending on aging, there have been little attempts to apply that method. The experiments were conducted to calculate aging effects which will be applied to establish the formula of measuring concrete strength. As a result of experiments, it was found that ultrasonic pulse velocity showed radical changes depending on concrete hardening in comparison with initial standard values. So, it was concluded that age coefficient must be applied to calculate strength. In conclusion, age coefficient of ultrasonic pulse velocity of concrete was suggested on the basis of experimental results.

참고문헌 (10)

  1. 김민수, "비파괴 시험법에 의한 콘크리트 압축강도 및 반발도의 재령계수 추정", 한국콘크리트학회 논문집, 14(5), pp.782~788 (2002)
  2. 조창호, "콘크리트 초음파속도의 재령계수 산정", 대한 건축학회 학술발표대회 논문집, pp.619~622 (2007)
  3. 조창호, "현장콘크리트 강도추정을 위한 복합비파괴시 험법의 신뢰도에 관한 연구", 대한건축학회 논문집, 12(1), pp.169~179 (1996)
  4. 조창호, "콘크리트 강도추정에 따른 초음파속도와 반 발경도의 상쇄효과에 관한 실험적 연구", 대한건축학회 논문집, 12(11), pp.201~210 (1996)
  5. 谷川恭雄․山田和夫, "複合非破壞試驗法によるコンクリ-トの强度の推定", セメント․コンクリ-ト,No. 393, 10~17 (1979)
  6. 日本建築學會, "コンクリ-ト强度推定のための非破壞試驗方法マニュアル", ~ (1983)
  7. Yiching Lin, "Prediction of Ultrasonic Pulse Velocity(UPV) in Concrete", ACI Materials Journal, 100(1), pp.21~28 (2003)
  8. Sandor Popovics, "The Behavior of Ultrasonic Pulses in Concrete", Cement and Concrete Reseaech, 20, pp.259~270 (1990)
  9. "The measurement of the velocity of ultrasonic pulse in concrete Brithish Standard BS 4408, Part 5", ~ (1974)
  10. "Testing concrete by the ultrasonic pulse method RILEM, Recommendation NDT 1", ~ (1972)

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