Details
Title
Application of ultrasonic pulse velocity test to concrete assessment in structures after fireJournal title
Archives of Civil EngineeringYearbook
2021Volume
vol. 67Issue
No 3Authors
Affiliation
Wróblewska, Julia : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland ; Kowalski, Robert : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland ; Głowacki, Michał : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland ; Juchnowicz-Bierbasz, Bogumiła : Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, PolandKeywords
concrete ; high temperature ; UPV method ; linear measurement ; exponential transducersDivisions of PAS
Nauki TechniczneCoverage
395-413Publisher
WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCESBibliography
[1] K.R. Kordina, “Design of concrete buildings for fire resistance”, Chapter 6 in: Structural concrete. Textbook on behaviour, design and performance. Second edition. Vol. 4. fib bulletin 54: pp. 1–36, 2010.
[2] EN 1992-1-2:2004. Eurocode 2: Design of concrete structures - Part 1-2: General rules – Structural fire design.
[3] U. Schneider, „Behaviour of Concrete under Thermal Steady State and Non-Steady State Conditions“, Fire and Materials 1(3): pp. 103–115, 1976. https://doi.org/10.1002/fam.810010305
[4] Q. Ma, R. Guo, Z. Zhao, Z. Lin, K. He, “Mechanical properties of concrete at high temperature – A review”, Construction and Building Materials 93: pp. 371–383, 2015. https://doi.org/10.1016/j.conbuildmat.2015.05.131
[5] W. Jackiewicz-Rek, T. Drzymała, A. Kuś, M. Tomaszewski, “Durability of High Performance Concrete (HPC) Subject to Fire Temperature Impact”. Archives of Civil Engineering, 62(4): pp. 73–94, 2016. https://doi.org/10.1515/ace-2015-0109
[6] fib Bulletin 38/2007, “Fire design for concrete structures – materials, structures and modelling. State-of-art report”, International Federation for Structural Concrete (fib), April 2007.
[7] R. Kowalski, “Calculations of reinforced concrete structures fire resistance”, Architecture Civil Engineering Environment. Journal of the Silesian University of Technology, Vol. 2, No. 4/2009, pp. 61–69.
[8] EN 1991-1-2:2002. Eurocode 1: Actions on structures. Part 1-2: General actions. Actions on structures exposed to fire
[9] R. Kowalski, „On the identification of the reference isotherm in the simplified analysis of R/C members in fire“, Studies and Researches. Annual Review of Structural Concrete Vol. 30, Ed. by Politecnico di Milano and Italcementi, Starrylink Editrice (Brescia, Italy), pp. 281–306, 2010.
[10] R. Kowalski, “Temperature distribution in R/C cross-section subjected to heating and then freely cooled down in air”, Chapter 9 in: Benchmark Studies. Experimental Validation of Numerical Models in Fire Engineering. CTU Publishing House, Czech Technical University in Prague, pp. 107–122, 2014.
[11] R. Kowalski, M. Abramowicz, P. Chudzik, “Reaction of RC Slabs Cross-Sections to Fire. Calculation of Simplified Substitute Temperature Loads Induced by an Unsteady Heat Flow”. Proceedings of International Conference: Applications of Structural Fire Engineering, Dubrovnik 2015. CTU Publishing House, Czech Technical University in Prague, pp. 214–219, 2015.
[12] R. Kowalski, J. Wróblewska, “Application of a sclerometer to the preliminary assessment of concrete quality in structures after fire”, Archives of Civil Engineering 64(4): pp. 171–186, 2018. https://doi.org/10.2478/ace-2018-0069
[13] G.A. Khoury, “Compressive strength of concrete at high temperatures: a reassessment”, Magazine of Concrete Research 44(161): pp. 291–309, 1992. https://doi.org/10.1680/macr.1992.44.161.291
[14] V. Kodur, „Properties of concrete at elevated temperature“, ISRN Civil Engineering 2014: pp. 1–15, 2014. http://dx.doi.org/10.1155/2014/468510
[15] R. Kowalski, P. Król, “Experimental Examination of Residual Load Bearing Capacity of RC Beams Heated up to High Temperature”, Sixth International Conference Structures in Fire, Michigan State University, East Lansing, Michigan, USA, Proceedings edited by V.K.R. Kodur and J.M. Fransen, DEStech Publications Inc., pp. 254–261, 2010.
[16] R. Kowalski, “The effects of the cooling rate on the residual properties of heated-up concrete”, Structural Concrete. Journal of the fib 8(1): pp. 11–15. 2007.
[17] I. Hager, T. Tracz, K. Krzemień “The usefulness of selected non-destructive and destructive methods in the assessment of concrete after fire”, Cement Lime Concrete 3/2014: pp. 145–151, 2014.
[18] R. Felicetti, “Assessment of fire damage in concrete structures: New inspection tools and combined interpretation of results”, 8th International Conference on Structures in Fire, Shanghai, China, pp. 1111–1120, 2014.
[19] P. Knyziak, R. Kowalski, R. Krentowski, “Fire damage of RC slab structure of a shopping center”, Engineering Failure Analysis 97: pp. 53–60, 2019. https://doi.org/10.1016/j.engfailanal.2018.12.002
[20] J. Wróblewska, R. Kowalski, “Assessing concrete strength in fire-damaged structures”, Construction and Building Materials 254: pp. 119–122, 2020. https://doi.org/10.1016/j.conbuildmat.2020.119122
[21] EN 12504-4:2004. Testing concrete. Determination of ultrasonic pulse velocity.
[22] ACI 228.2R-98. Nondestructive test methods for evaluation of concrete in structures.
[23] L.X. Xiong, “Uniaxial Dynamic Mechanical Properties Of Tunnel Lining Concrete Under Moderate-Low Strain Rate After High Temperature”, Archives of Civil Engineering 61(2): pp. 35–52, 2015. https://doi.org/10.1515/ace-2015-0013
[24] I. Hager, H. Carré, “Ultrasonic pulse velocity investigations on concrete subjected to high temperature with the use of cylindrical and exponential transducers”, 7th International Conference on Structures in Fire, Zurich, Switzerland, pp. 805–814, 2012.
[25] P.F. Castro, A. Mendes Neto, “Assessing strength variability of concrete structural elements”, The 8th International Conference of the Slovenian Society for Non-Destructive Testing Application of Contemporary Non-Destructive Testing in Engineering, Portorož, Slovenia, pp. 123–130, 2005.
[26] A. Mariak, K. Wilde, “Multipoint Ultrasonic Diagnostics System Of Prestressed T-Beams”, Archives of Civil Engineering 60(4): pp. 475–491, 2015. https://doi.org/10.2478/ace-2014-0032
[27] J. Jaskowska-Lemańska, J. Sagan, “Non-Destructive Testing Methods as a Main Tool Supporting Effective Waste Management in Construction Processes”, Archives of Civil Engineering 65(4): pp. 263–276, 2019. https://doi.org/10.2478/ace-2019-0059
[28] H.W. Chung, K.S. Law, “Assessing fire damage of concrete by the ultrasonic pulse technique”, Cement, Concrete and Aggregates (ASTM) 7(2): pp. 84–88, 1985.
[29] EN 1992-1-2:2004. Eurocode 2. Design of concrete structures. General rules. Structural fire design.
[30] R. Kowalski, “Mechanical properties of concrete subjected to high temperature”, Architecture Civil Engineering Environment 3(2): pp. 61–70, 2010.
[31] O. Abraham, X. Dérobert, "Non-destructive testing of fired tunnel walls: the Mont-Blanc Tunnel case study", NDT&E International 36: pp. 411–418, 2003.
[32] M. Colombo, R. Felicetti, “New NDT techniques for the assessment of fire damaged concrete structures”, 4th International Workshop Structures in Fire, Aveiro, Portugal, pp. 721–734, 2006.
[33] W. Wuryanti, “Determination residual strength concrete of post-fire using ultrasonic pulse velocity”, IOP Conference Series Materials Science and Engineering 620: pp. 12–64, 2019. https://doi.org/10.1088/1757-899X/620/1/012064
[34] U. Dilek, M.L. Leming, “Comparison of pulse velocity and impact-echo findings to properties of thin disks from a fire damaged slab”, Journal of Performance of Constructed Facilities 21(1): pp. 13–21, 2007. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:1(13)
[35] J. Franssen, “User’s Manual for SAFIR 2016 A Computer Program for Analysis of Structures Subjected to Fire”, University of Liege, Belgium, 2016.