Smart Structures and Systems

  • 제17권6호
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  • Pages.981-994
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  • 2016
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Performance indicator of the atmospheric corrosion monitor and concrete corrosion sensors in Kuwait field research station

  • Husain, A. (Department of Kuwait Institute for Scientific Research (KISR),Construction and Building Materials (CBM), Energy and Building Center (EBRC)) ;
  • Al-Bahar, Suad Kh. (Department of Kuwait Institute for Scientific Research (KISR),Construction and Building Materials (CBM), Energy and Building Center (EBRC)) ;
  • Salam, Safaa A. Abdul (Department of Kuwait Institute for Scientific Research (KISR),Construction and Building Materials (CBM), Energy and Building Center (EBRC))
  • 투고 : 2016.03.14
  • 심사 : 2016.04.30
  • 발행 : 2016.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Two field research stations based upon atmospheric corrosivity monitoring combined with reinforced concrete corrosion rate sensors have been established in Kuwait. This was established for the purpose of remote monitoring of building materials performance for concrete under Kuwait atmospheric environment. The two field research sites for concrete have been based upon an outcome from a research investigation intended for monitoring the atmospheric corrosivity from weathering station distributed in eight areas, and in different regions in Kuwait. Data on corrosivity measurements are essential for the development of specification of an optimized corrosion resistance system for reinforced concrete manufactured products. This study aims to optimize, characterize, and utilize long-term concrete structural health monitoring through on line corrosion measurement and to determine the feasibility and viability of the integrated anode ladder corrosion sensors embedded in concrete. The atmospheric corrosivity categories supported with GSM remote data acquisition system from eight corrosion monitoring stations at different regions in Kuwait are being classified according to standard ISO 9223. The two nominated field sites where based upon time of wetness and bimetallic corrosion rate from atmospheric data where metals and rebar's concrete are likely to be used. Eight concrete blocks with embeddable anodic ladder corrosion sensors were placed in the atmospheric zone adjacent to the sea shore at KISR site. The anodic ladder corrosion rate sensors for concrete were installed to provide an early warning system on prediction of the corrosion propagation and on developing new insights on the long-term durability performance and repair of concrete structures to lower labor cost. The results show the atmospheric corrosivity data of the environment and the feasibility of data retrieval of the corrosion potential of concrete from the embeddable sets of anodic ladder corrosion sensors.

키워드

참고문헌

  1. Cole, I.S. and Holgate, R. (1995), "The rate of drying of moisture from a metal surface and its implication for time of wetness", Corros. Sci., 37(3) 455-465. https://doi.org/10.1016/0010-938X(94)00146-W
  2. Guttman, H. and Sereda, P.J. (1968), "Measurement of atmospheric factors affecting the corrosion of metals", Metal Corrosion in the Atmosphere, ASTM STP 435, 326-359.
  3. Husain, A. (2001), "Precise determination of surface micro-galvanic behavior", Desalination, 139, 333-340. https://doi.org/10.1016/S0011-9164(01)00327-7
  4. Husain, A. Fakhraldeen, A. (2003), "In-situ surface potential characterization of a cathodically polarized coating", Desalination, 139, 2934.
  5. International Standard Organization (ISO 9223:2012), Second edition. Corrosion of metals and alloys, Corrosivity of atmospheres, Classification, determination and estimation.
  6. King, G.A., Ganther, W.D. and Cole, I.S. (1999), "Studies of sites progressively inland from coast to aid the development of a GIS map of Australian corrosivity", Proceedings of the Corrosion and Prevention 99 conference, Sydney, Australia, 21-24 November (1999).
  7. Leygraf, C. and Graedel, T. (2000), Atmospheric corrosion, Electrochemical Society Series, Wiley Interscience, New York, 354.
  8. Mansfeld, F. (1982), "New approaches to atmospheric corrosion research using electrochemical techniques", Corros. Processes, (Ed., R.N. Parkins), Appl. Sci. Publ, England, 1-76.
  9. Mccarter, W.J. and Vennesland, O. (2004), "Sensor system for use in reinforced concrete structures", Constr. Build. Mater., 18(6), 351-358. https://doi.org/10.1016/j.conbuildmat.2004.03.008
  10. Michailovsky, Y.N. (1982), "Theoretical and engineering principles of atmospheric corrosion of metals", in Atmospheric Corrosion, pub John Wiley & Sons, New York (Ed.,W. H. Ailor), 85-105.
  11. Norberg, P. (1993), "Evaluation of a new surface moisture monitoring system", Proceedings of the 6th Int. Conf. on Durability of Building Materials and Components, Omiya, Japan, 26-29 (October 1993).
  12. Schiegg, Y., Steiner, L. and Rihs, S. (2010), "Online-monitoring of concrete structures: cost-effectiveness and application", Mater. Corros., 61(6), 1025-1026.
  13. Soleymani, H.R. and Ismail, M.E. (2004), "Comparing corrosion measurement methods to assess the corrosion activity of laboratory OPC and HPC concrete specimens", Cement Concrete Res., 34(11), 2037-2044. https://doi.org/10.1016/j.cemconres.2004.03.008
  14. Vera, R., Villarroel, M., Carvajal, A.M., Vera, E. and Ortiz, C. (2009), "Corrosion products of reinforcement in concrete in marine and industrial environments", Mater. Chem. Phys., 114(1), 467-474. https://doi.org/10.1016/j.matchemphys.2008.09.063
  15. Ye, X.W., Ni, Y.Q., Wai, T.T., Wong, K.Y., Zhang, X.M. and Xu, F. (2013), "A vision-based system for dynamic displacement measurement of long-span bridges; algorithm and verification", Smart Struct. Syst., 12(3-4), 363-379. https://doi.org/10.12989/sss.2013.12.3_4.363
  16. Ye, X.W., Ni, Y.Q., Wong, K.Y. and Ko, J.M. (2012), "Statistical analysis of stress spectra for fatigue life assessment of steel bridges with structural health monitoring data", Eng. Struct., 45, 166-176. https://doi.org/10.1016/j.engstruct.2012.06.016