Empirical Formula for Assessment Concrete Compressive Strength by Using Ultrasonic Pulse Velocity

  • Authors

    • Hameed Shakir Al-Aasm
    2018-11-28
    https://doi.org/10.14419/ijet.v7i4.20.25860
  • Aggregate Content, Concrete strength, NDT, ultrasonic pulse velocity.
  • Statistical practical program was carried out to establish a fairly accurate empirical formula between compressive strength of concrete and ultrasonic pulse velocity. The work has a strong empirical base, but it is firmly governed by theory. In concrete, the compressive strength of concrete is related to the type, proportion and physical properties of aggregate but it is well known to be intensely affected by the properties of the cement paste, which relate, mainly, to the w/c ratio. The other variables such as age and density of concrete, salt content in fine aggregate and curing method have a relatively little effect on compressive strength of concrete. Therefore, the program involves field testing of reinforced concrete members that their w/c ratio and cube uniaxial compressive strength are known. The results were used as input data in statistical program (SPSS) to develop an empirical formula between the compressive strength of concrete and ultrasonic pulse velocity. The proposed formula was confirmed by the results of previous experiments. Although the relationship between the compressive strength of concrete and ultrasonic pulse velocity physically indirect, the statistical program revealed that the pulse velocity test could be used with acceptable error in evaluating the compressive strength of concrete.

     

     

  • References

    1. [1] British Standard Institution. BS1881-201: 1986–Testing Concrete. Guide to the Use of Non-destructive Methods of Test for Hardened Concrete. London: BSI; 1986.

      [2] British Standard Instituation. BS 1881-203. Recommendations for Measurement of Velocity of Ultrasonic Pulse in Concrete. London, UK: BSI; 1986.

      [3] British Standard Instituation. BS 8110-2.Structural use of concrete. Code of practice for special circumstances. London, UK: BSI; 1985.

      [4] ACI Committee 228. In-Place Methods to Estimate Concrete Strength. ACI 228.1R American Concrete Institute; 2003.

      [5] Bungey JH, Millard SG. Testing of Concrete Structures. . London: Blackie Academic and Professional; 1996.

      [6] Lin Y, Lai CP, Yen T (2003), Prediction of Ultrasonic Pulse Velocity (UPV) in Concrete. ACI Materials Journal 100, 21-8.

      [7]Malhotra VM, Carino NJ. Handbook on Nondestructive Testing of Concrete. Boca Raton: CRC Press; 1991.

      [8] Jones R. Nondestructive Testing of Concrete. London: Cambridge University Press; 1962.

      [9] Lencis U, Udris A, Korjakins A (2013), Moisture Effect on the Ultrasonic Pulse Velocity in Concrete Cured under Normal Conditions and at Elevated Temperature. Construction Science 14, 71–8.

      [10] Elvery RH, Ibrahim LAM. Ultasonic assessment of concrete strength at early ages. Magazine of Concrete Research 1976. p. 181- 90.

      [11] Raouf Z, Ali ZM (1983), Assessment of Concrete Characteristics at an Early Age By Ultrasonic Pulse Velocity. Journal of Building Research 2, 31-44.

      [12] Sandor P, Rose Joseph L, Popovics John S (1990), The behavior of ultrasonic pulse in concrete. Cement and Concrete Research 20, 259-70.

      [13] Nash’t IH, A’bour SH, Sadoon AA. Finding an unified relationship between crushing strength of concrete and non-destructive tests. Middle East Nondestructive Testing Conference & Exhibition, Bahrain: Citeseer; 2005.

      [14] British Standard Instituation. BS 1881-203:1986–Testing Concrete. Recommendations for Measurement of Velocity of Ultrasonic Pulses in Concrete. London, UK: BSI; 1986.

      [15] Neville AM. Properties of Concrete. fourth ed. New York.: John Wiley and Sons, Inc. ; 1996.

      [16] Trtnik G, KavÄiÄ F, Turk G (2009), Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks. Ultrasonics 49, 53-60.

      [17] Madandoust R, Ghavidel R, Nariman-Zadeh N (2010), Evolutionary design of generalized GMDH-type neural network for prediction of concrete compressive strength using UPV. Computational Materials Science 49, 556-67.

      [18] Lin Y, Kuo S-F, Hsiao C, Lai C-P (2007), Investigation of Pulse Velocity- Strength Relationship of hardened Concrete. ACI Materials Journal 104, 344-50.

      [19] Deshpande PM, Gokhale VV, Abbi Rita D, Sinha CM. Estimate Of Concrete Strength By Ultrasonic Velocity. Trends in NDE Science & Technology; Proceedings of the 14th World Conference on Non- Destructive Testing New Delhi1996. p. 61-2.

      [20] British Standard Instituation. BS EN 1992-1-1, Eurocode 2:Design of concrete structures. Part 1:General rules and rules for buildings. UK: BSI; 2004.

      [21] Popovics S, Rose J, Popovics J (1997), The behavior of ultrasonic pulses in concrete. NDT and E International 4, 264.

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  • How to Cite

    Shakir Al-Aasm, H. (2018). Empirical Formula for Assessment Concrete Compressive Strength by Using Ultrasonic Pulse Velocity. International Journal of Engineering & Technology, 7(4.20), 113-117. https://doi.org/10.14419/ijet.v7i4.20.25860