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Bulletin of the Polish Academy of Sciences Technical Sciences

The Journal of Polish Academy of Sciences

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Volume 63, Issue 1 (Mar 2015)

Issues

Non-destructive and semi-destructive diagnostics of concrete structures in assessment of their durability

J. Hoła
  • Corresponding author
  • Faculty of Civil Engineering, Wrocław University of Technology, 27 Wybrzeże Wyspiańskiego St., 50-370 Wrocław, Poland
  • Email
  • Other articles by this author:
  • De Gruyter OnlineGoogle Scholar
/ J. Bień
  • Faculty of Civil Engineering, Wrocław University of Technology, 27 Wybrzeże Wyspiańskiego St., 50-370 Wrocław, Poland
  • Other articles by this author:
  • De Gruyter OnlineGoogle Scholar
/ Ł. Sadowski
  • Faculty of Civil Engineering, Wrocław University of Technology, 27 Wybrzeże Wyspiańskiego St., 50-370 Wrocław, Poland
  • Other articles by this author:
  • De Gruyter OnlineGoogle Scholar
/ K. Schabowicz
  • Faculty of Civil Engineering, Wrocław University of Technology, 27 Wybrzeże Wyspiańskiego St., 50-370 Wrocław, Poland
  • Other articles by this author:
  • De Gruyter OnlineGoogle Scholar
Published Online: 2015-04-01 | DOI: https://doi.org/10.1515/bpasts-2015-0010

Abstract

This paper proposes a comprehensive classification of test methods for the diagnosis of concrete structures. The main focus is on the ranges of suitability of the particular methods and techniques for assessing the durability of structures, depending on the principal degradation mechanisms and their effects on this durability. The survey covers non-destructive testing (NDT) methods, which do not in any way breach the integrity of the tested structures, and semi-destructive testing (SDT) methods requiring material samples to be taken or any other minor breach of structural integrity. An original taxonomy of physical, chemical and biological diagnostic methods, useful in assessment of concrete structures durability, is proposed. Equipment specific for selected advanced testing methods is presented as well as exemplary test results.

Keywords : concrete; durability; diagnostics; non-destructive tests; semi-destructive tests

References

  • [1] Ł. Drobiec, R. Jasiński, and A. Piekarczyk, Diagnostics of Reinforced Concrete Structures, vol. 1. The Methodology, Field Studies, Laboratory Tests of Concrete and Steel, Polish Scientific Publishers PWN, Warszawa, 2010, (in Polish).Google Scholar

  • [2] L. Czarnecki and P. Emmons, Repair and Protection of Concrete Structures, Polish Cement, Krakow, 2002, (in Polish).Google Scholar

  • [3] Concrete by PN-EN 206-1 standard - Commentary, ed. Lech Czarnecki, PKN, Krakow, 2004. (in Polish).Google Scholar

  • [4] J. Bień, Defects and Diagnostics of Bridge Structures, Transport and Communication Publishers, Warszawa, 2010, (in Polish).Google Scholar

  • [5] Materials from the webpage: www.olympus-ims.com.Google Scholar

  • [6] A. Garbacz, L. Courard, and B. Bissonnette, “A surface engineering approach applicable to concrete repair engineering”, Bull. Pol. Ac.: Tech. 61 (1), 73-84 (2013).Google Scholar

  • [7] P. Santos and E. Julio, “A state-of-the-art review on roughness quantification methods for concrete surfaces”, Construction and Building Materials 38, 912-923 (2013).Google Scholar

  • [8] T. Mathia, P. Pawlus, and M. Wieczorowski, “Recent trends in surface metrology”, Wear 271, 494-508 (2011).Google Scholar

  • [9] M. Siewczyńska, “Method for determining the parameters of surface roughness by usage of a 3D scanner”, Archives of Civil and Mechanical Engineering 12 (1), 83-89 (2012).Google Scholar

  • [10] R. Deltombe, K. Kubiak, and M. Bigerelle, “How to select the most relevant 3D roughness parameters of a surface”, Scanning 36 (1), 150-160 (2014).CrossrefGoogle Scholar

  • [11] ISO 25178: Geometric Product Specifications (GPS) - Surface Texture: Areal (2011).Google Scholar

  • [12] L. Runkiewicz, Testing of Concrete Structures, Gamma Office, Warszawa, 2002, (in Polish).Google Scholar

  • [13] J. Bungey, S. Millard, and M. Gratham, Testing of Concrete in Structures, Taylor & Francis, London, 2006.Google Scholar

  • [14] B. Goszczyńska, G. Świt, W. Trąmpczyński, A. Krampikowska, J. Tworzewska, and P. Tworzewski, “Experimental validation of concrete crack initiation and location with acoustic emission method”, Archives of Civil and Mechanical Engineering 12 (1), 23-28 (2012).Google Scholar

  • [15] A. Lewińska-Romicka, Non-destructive Testing, WNT, Warszawa, 2001, (in Polish).Google Scholar

  • [16] B.Goszczyńska, “Analysis of the process of crack initiation and evolution in concrete with acoustic emission testing”, Archives of Civil and Mechanical Engineering 14 (1), 134-143 (2014).Google Scholar

  • [17] V. Malhorta and N. Carino, Handbook on Non-destructive Testing of Concrete, CRC Press, London, 2003.Google Scholar

  • [18] J. Hoła, Ł. Sadowski, and K. Schabowicz, “Non-destructive identification of delaminations in concrete floor toppings with acoustic methods”, Automation in Construction 20 (7), 799-807 (2011).Google Scholar

  • [19] A. Davis, “The non-destructive impulse response test in North America: 1985-2001”, NDT&E Int. 36 (2003).Google Scholar

  • [20] ASTM C1740. Standard Practice for Evaluating the Condition of Concrete Plates Using the Impulse-Response Method (2010).Google Scholar

  • [21] American Concrete Institute Report 228.2R-98, Nondestructive Test Methods for Evaluation of Concrete in Structures, ACI, Farmington Hills, 1998.Google Scholar

  • [22] M. Sansalone and W. Streett, Impact-echo: Non-destructive Evaluation of Concrete and Masonry, Bullbrier Press, Ithaca, 1997.Google Scholar

  • [23] J. Hoła and K. Schabowicz, “State-of-the-art non-destructive methods for diagnostic testing of building structures - anticipated development trends”, Archives of Civil and Mechanical Engineering 10 (3), 5-18 (2010).Google Scholar

  • [24] K. Schabowicz, “Methodology for non-destructive identification of thickness of unilaterally accessible concrete elements by means of state-of-the-art acoustic techniques”, J. Civil Engineering and Management 19 (3), 325-334 (2013).Google Scholar

  • [25] K. Schabowicz, “Ultrasonic tomography - the latest nondestructive technique for testing concrete members - description, test methodology, application example”, Archives of Civil and Mechanical Engineering, 14 (2), 295-303 (2014).Google Scholar

  • [26] K. Schabowicz and V. Suvorov, “Non-destructive testing and constructing profiles of back walls by means of ultrasonic tomography”, Russian J. Non-destructive Testing 50 (2), 109-119 (2014).Google Scholar

  • [27] K. Schabowicz, “Modern acoustic techniques for testing concrete structures accessible from one side only”, Archives of Civil and Mechanical Engineering, DOI: http://dx.doi.org/10.1016/j.acme.2014.10.001 (2014).CrossrefGoogle Scholar

  • [28] J. Hoła and K. Schabowicz, “Non-destructive elastic-wave tests of foundation slab in office building”, Materials Transactions 53 (2), 296-302 (2012).Google Scholar

  • [29] L. Runkiewicz, Radiography of Building Structures, ITB, Warszawa, 1980, (in Polish).Google Scholar

  • [30] B. Conyers and D. Goodman, Ground-Penetrating Radar, AltaMira Press, Walnut Creek, 1997.Google Scholar

  • [31] C. Andrade and C. Alonso, “Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method”, Materials and Structures 37, 623-643 (2004).Google Scholar

  • [32] K. Gowers and S. Millard, “Measurement of concrete resistivity for assessment corrosion severity of steel using Wenner technique”, ACI Materials J. 96 (5), 536-541 (1999).Google Scholar

  • [33] U. Angst and B. Elsener, “On the applicability of the Wenner method for resistivity measurements of concrete”, ACI Materials J. 111, 1-6 (2014).Google Scholar

  • [34] A. Garzon, J. Sanchez, C. Andrade, N. Rebolledo, E. Menéndez, and J. Fullea, “Modification of four point method to measure the concrete electrical resistivity in presence of reinforcing bars”, Cement and Concrete Composites 53, 249-257 (2014).Google Scholar

  • [35] L. Sadowski, “Non-destructive investigation of corrosion current density in steel reinforced concrete by artificial neural networks”, Archives of Civil and Mechanical Engineering 13 (1), 104-111 (2013).Google Scholar

  • [36] L. Sadowski, “New non-destructive method for linear polarisation resistance corrosion rate measurement”, Archives of Civil and Mechanical Engineering 10 (2), 109-116 (2010).Google Scholar

  • [37] L. Sadowski, “Methodology for assessing the probability of corrosion in concrete structures on the basis of half-cell potential and concrete resistivity measurements”, The Scientific World J., Article ID 714501, 8 (2013).Google Scholar

  • [38] P. Mix, Introduction to Non-destructive Testing: a Training Guide, John Wiley & Sons, London, 2005.Google Scholar

  • [39] Materials from webpage: www.faro.com.Google Scholar

  • [40] ITB 210 - Instructions for use Schmidt Hammer for Nondestructive Quality Control of Concrete - No. 210/1977, ITB, Warszawa, 1977, (in Polish).Google Scholar

  • [41] T. Mathia and B. Lamy, “Sclerometric characterization of nearly brittle materials”, Wear 108 (4), 385-399 (1986).CrossrefGoogle Scholar

  • [42] H. Nowak, The Use of Thermal Imaging Studies in Construction, Wroclaw University of Technology Publishing House, Wrocław, 2012, (in Polish).Google Scholar

  • [43] J. Zwolski and J. Bień, “Modal analysis of bridge structures by means of Forced Vibration Tests”, J. Civil Engineering and Management 17 (4), 590-599 (2011).Google Scholar

  • [44] A. Bickley “Pullout testing of concrete”, Concrete Construction 26 (7), 577-582 (1986).Google Scholar

  • [45] ASTM C 900: Standard Method for Pullout Strength of Hardened Concrete (1982).Google Scholar

  • [46] Materials from webpage: www.viateco.pl.Google Scholar

  • [47] G. Verbeck, Field and Laboratory Studies of the Sulphate Resistance of Concrete, Portland Cement Association, Research and Development Laboratories, Portland, 1967.Google Scholar

  • [48] ASTM C1202: Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration (2010).Google Scholar

  • [49] ASTM C 803: Penetration Resistance of Hardened Concrete. Google Scholar

  • [50] V. Malhotra, Preliminary Evaluation of Windsor Probe Equipment for Estimating the Compressive Strength of Concrete, Mines Branch Investigation Rep. IR 71-1, Ottawa, 1970.Google Scholar

  • [51] K. Nasser and A. Al-Manaseer, “New non-destructive test for removal of concrete forms”, Concrete International 9 (1), 41 (1987).Google Scholar

  • [52] J. Monteiro, F. Morrison, and W. Frangos, “Non-destructive measurement of corrosion state reinforcing steel in concrete”, ACI Materials J. 95 (6), 704-709 (1998).Google Scholar

  • [53] A. Zybura, M. Jasniok, and T. Jaśniok, Diagnostics of Reinforced Concrete Structures, Vol. 2, Corrosion of Reinforcement and Protective Properties of Concrete, Polish Scientific Publishers PWN, Warszawa, 2010, (in Polish).Google Scholar

  • [54] J. Grubb, H. Limaye, and A. Kakade, “Testing pH of concrete,” Concrete International 29 (4), 78-83 (2007).Google Scholar

  • [55] Materials from webpage: www.agriculturesolutions.com.Google Scholar

  • [56] J. Jasieńko, M. Moczko, A. Moczko, and R. Dżugaj, “Testing the mechanical and physical properties of concrete in the bottom perimeter ring of the dome of the Centennial Hall in Wrocław”, Restoration News 27, 21-34 (2010), (in Polish).Google Scholar

  • [57] Materials from webpage: www.germann.org.Google Scholar

  • [58] L. Czarnecki and P. Woyciechowski, “Prediction of the reinforced concrete structure durability under the risk of carbonization and chloride aggression”, Bull. Pol. Ac.: Tech. 61 (1), 173-181 (2013).Google Scholar

  • [59] B. Zyska, Disasters, Crashes and Microbiological Hazards in Industry and Construction, Łodź University of Technology Publishing House, Łodź, 2001, (in Polish).Google Scholar

  • [60] S. Lu, E. Landis, and D. Keane, “X-ray microtomographic studies of pore structure and permeability in Portland cement concrete”, Materials and Structures 39, 611-620 (2006).Google Scholar

  • [61] G. Wieczorek, Corrosion of Reinforcement Initiated by Chlorides or Carbonation, Lower Silesia Educational Publishers, Wrocław, 2002, (in Polish).Google Scholar

  • [62] T. Vogel and K. Schellenberg, “Design for inspection of concrete bridges”, Materials and Corrosion 63 (12), 1102-1113 (2012).Google Scholar

  • [63] M. Książek, “The biocorrosion of city sewer collector impregnated special polymer sulfur binder - Polymerized sulfur applied as the industrial waste material”, Construction and Building Materials 68, 558-564 (2014).Google Scholar

  • [64] Materials from webpage: www.bam.de.Google Scholar

  • [65] T. Gorzelańczyk, J. Hoła, Ł. Sadowski, and K. Schabowicz, “Methodology of non-destructive identification of defective concrete zones in unilaterally accessible massive members”, J. Civil Engineering and Management 19 (6), 775-786 (2013).Google Scholar

  • [66] J. Bień and P. Rawa, “Hybrid knowledge representation in BMS”, Archives of Civil and Mechanical Engineering 4 (1), 41-55 (2004).Google Scholar

  • [67] L. Gołaski, B. Goszczyńska, G. Świt, and W. Trąmpczyński, “System for the global monitoring and evaluation of damage processes developing within concrete structures under service load”, Baltic J. Road and Bridge Engineering 7 (4), 237-245 (2012).Google Scholar

  • [68] J. Hoła and K. Schabowicz, “Methodology of neural identification of strength of concrete”, ACI Materials J. 102 (6), 459-464 (2005).Google Scholar

  • [69] Ł. Sadowski and J. Hoła, “New nondestructive way of identifying the values of pull-off adhesion between concrete layers in floors”, J. Civil Engineering and Management 20 (4), 561-569 (2014).Google Scholar

  • [70] L. Sadowski and M. Nikoo, “Corrosion current density prediction in reinforced concrete by imperialist competitive algorithm”, Neural Computing and Applications 25 (7-8), 1627-1638 (2014). Google Scholar

About the article

Published Online: 2015-04-01

Published in Print: 2015-03-01


Citation Information: Bulletin of the Polish Academy of Sciences Technical Sciences, ISSN (Online) 2300-1917, DOI: https://doi.org/10.1515/bpasts-2015-0010.

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© Bulletin of the Polish Academy of Sciences. Technical Sciences. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License. BY-NC-ND 3.0

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