Journal of the Korea institute for structural maintenance and inspection (한국구조물진단유지관리공학회 논문집)

Korea Institute for Structural Maintenance Inspection (한국구조물진단유지관리공학회)
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Estimating the Compressive Strength of High-Strength Concrete Using Surface Rebound Value and Ultrasonic Velocity

표면반발경도와 초음파 속도를 활용한 고강도 콘크리트 압축강도 추정

  • 김민욱 (지진방재연구센터) ;
  • 오홍섭 (경남과학기술대학교 토목공학과) ;
  • 오광진 (한국시설안전공단 건설평가실)
  • Received : 2015.05.25
  • Accepted : 2015.12.10
  • Published : 2016.03.01
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Abstract

The authors performed the experimental work to propose the strength prediction equation for high strength concrete based on the non-destructive test methods. The concrete specimens that the range of design compressive strength was 40~80 MPa was produced in laboratory, and then tested rebound test and ultrasonic velocity methods and also compressive test according to the Korea Standard. The test results was compared with previously equations suggested by other researcher. From the test, these traditional nondestructive methods are simple, quick, has proven to be reliable and useful method for predicting the concrete strength. The test results were compared with the previous equations and then newly proposed own equations based on the test results. The proposed equations have the suitable precision and accuracy for applying the high strength concrete structures.

저자들은 비파괴시험에 의한 고강도콘크리트의 강도 예측식을 제안하기 위하여 실험적 연구를 수행하였다. 본 연구에서 사용된 콘크리트의 설계압축강도는 40~80 MPa 범위이며, 압축공시체를 제작하여 반발경도법과 초음파 속도법으로 실험한후 KS기준에 따라 압축강도 실험을 실시하였다. 실험결과는 기존의 연구자들에 의하여 제안된 다양한 실험예측식들과 비교분석하였다. 실험결과 고강도 콘크리트에서도 반발경도법과 초음파속도법의 경우 간편성과 신뢰성에 있어 콘크리트 강도를 측정하기에 충분한 유용성을 확보한 것을 확인할 수 있었다. 기존식들과의 비교를 통하여 고강도 콘크리트에 적합한 강도예측식을 제안하였으며, 실험결과에 대한 충분한 신뢰성을 확보한 것으로 판단되어, 향후 고강도 콘크리트 구조물에 적용할 수 있을 것으로 판단된다.

Keywords

References

  1. Akashi, T. (1988) Studies on nondestructive testings of concrete, Journal of JSCE 390, 1-22.
  2. Architectural Institute of Japan (1983) Manual of nondestructive test methods for the evaluation of concrete strength, p.26 [in Japanese].
  3. Atici, U. (2011) Prediction of the strength of mineral admixture concrete using multivariable regression analysis and an artificial neural network, Expert Systems with applications, 38(8), 9609-9618. https://doi.org/10.1016/j.eswa.2011.01.156
  4. Breysse, D. (2012a) Nondestructive evaluation of concrete strength: an historical review and a new perspective by combining NDT methods, Construction and Building Materials, 33, 139-163. https://doi.org/10.1016/j.conbuildmat.2011.12.103
  5. Breysse, D. (ed) (2012b) Non-Destructive Assessment of Concrete Structures: Reliability and Limits of Single and Combined Techniques, State-of-the-Art Report of the RILEM Technical Committee 207-INR, 1-16.
  6. Chefdeville, J. (1953) Application of the method toward estimating the quality of concrete. RILEM Bull 15(special issue-vibration testing of concrete part 2), Paris.
  7. Del Rio, L. M., et al. (2004) Characterization and hardening of concrete with ultrasonic testing, Ultrasonics, 42(1), 527-530. https://doi.org/10.1016/j.ultras.2004.01.053
  8. Han, M. Y., and Kim, D. W. (1999) A Study on the Pull-out test for Non-Destructive Evaluation of Concrete Strength, Proceeding of the Korea Concrete Institute, 11(2), 639-642 [in Korean].
  9. Im, S. Y. (2007) A Study on the Estimation of Compressive Strength of Concrete by Non-Destructive Test, M.S. Thesis, Daegu University [in Korean].
  10. Japan Society for Testing and Materials (1958) Guideline for evaluation of compressive strength of concrete by Schmidt Hammer (draft), materials testing, 7-59. 426-430 (in Japanese).
  11. Khan, M. I. (2012) Evaluation of non-destructive testing of high strength concrete incorporating supplementary cementitious composites, Resources, Conservation and Recycling, 61, 125-129. https://doi.org/10.1016/j.resconrec.2012.01.013
  12. Kim, M.-H., Choi, S.-J., Kang, S.-P., Kim, J.-H., and Jang, J.-H. (2002) A Study on the Application of Non-Destructive Testing Equation for the Estimation of Compressive Strength of High Strength Concrete, Journal of the Korea Institute of Building Construction, 2(3), 123-130 [in Korean]. https://doi.org/10.5345/JKIC.2002.2.3.123
  13. Korea Research Institute of Standards and Science (1999) Standardization for Concrete Compressive Strength Estimation Equation by Experiment for Specimen and Wall Type Structure, Research Report [in Korean].
  14. KS F 2405 (2010) Standard test method for compressive strength of concrete, Korea Agency for Technology and Standards.
  15. KS F 2730 (2008) Testing method for rebound number to conclude compressive strength of concrete, Korea Agency for Technology and Standards.
  16. KS F 2731 (2008) Testing method for velocity of ultrasonic pulses to conclude compressive strength of concrete, Korea Agency for Technology and Standards.
  17. KS F 2422 (2007) Method of obtaining and testing drilled cores and sawed beams of concrete, Korea Agency for Technology and Standards.
  18. Kwon, Y.-W., Park S.-C., and Kim M.-S. (2006) Strength Prediction Equations for High Strength Concrete by Schmidt Hammer Test, Journal of the Korea Concrete Institute, 18(3), 389-395. https://doi.org/10.4334/JKCI.2006.18.3.389
  19. Kwon, H. R. (2010) A Study on Compressive Strength Estimation of Concrete of Existing Structures by Rebound Method, M.S. Thesis, Seoul National University for Technology [in Korean].
  20. Malhotra, V. M., and Nicholas J. C., (eds) (2004) Handbook on nondestructive testing of concrete 2nd edition. CRC press, 384.
  21. Mohammed, B. S., Najwa J. A., and M. A. (2011) Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests. Construction and Building Materials, 25(3), 1388-1397. https://doi.org/10.1016/j.conbuildmat.2010.09.004
  22. Pessiki, S. P., and Carino, N. J. (1988) Setting time and strength of concrete using the impactecho method. ACI Mater J, 85(5), 389-399.
  23. Qasrawi, H. Y. (2000), Concrete strength by combined nondestructive methods Simply and reliably predicted, Cement and Concrete Research, 30, 739-746. https://doi.org/10.1016/S0008-8846(00)00226-X
  24. RILEM CNDT-Committee (1980), RILEM Tentative Recommendations for In-situ Concrete Strength Determination by Non-Destructive Combined Methods(First draft), May, 1980.
  25. Sbartai, Z. M., et al.(2012) Concrete properties evaluation by statistical fusion of NDT techniques, Construction and Building Materials, 37, 943-950. https://doi.org/10.1016/j.conbuildmat.2012.09.064
  26. Shariati, M., et al. (2011) Assessing the strength of reinforced concrete structures through Ultrasonic Pulse Velocity and Schmidt Rebound Hammer tests, Sci. Res. Essays, 6(1), 213-220.
  27. Stergiopoulou, C., Aggour, M., and McCuen, R. (2008) Nondestructive testing and evaluation of concrete parking garages, Journal of Infrastructure Systems, 14(4), 319-326. https://doi.org/10.1061/(ASCE)1076-0342(2008)14:4(319)
  28. Tanigawa, Y., and Kosaka, Y. (1980) Non-destructuve Testing Methods of Concrete, Concrete Journal of Japan Concrete Institute, 18(1), 38-50 [in Japanese].
  29. Tomosawa, F., and Noguchi T. (1993) Relationship between compressive strength and modulus of elasticity of high-strength concrete. Proceedings of the Third International Symposium on Utilization of High-Strength Concrete, 2, 1247-1254.
  30. Trtnik, G., Franci K., and Goran T. (2009) Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks. Ultrasonics, 49(1), 53-60. https://doi.org/10.1016/j.ultras.2008.05.001
  31. Willetts, C. H. (1958) Investigation of the Schmidt Concrete Test Hammer, No. WES-MP-6-267, ARMY Engineer Waterways Experiment Station Vicsburg MS.
  32. Yilmaz, I., and Sendir, H. (2002) Correlation of Schmidt hardness with unconfined compressive strength and Young' modulus in gypsum from Sivas (Turkey) Engineering Geology, 66, 211-219. https://doi.org/10.1016/S0013-7952(02)00041-8

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