Authors:
Klodian Dhoska Department of Production and Management, Polytechnic University of Tirana, Mother Theresa Square, No. 1, Tirana, Albania

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Drakuli Lumi Department of Mechanics, Faculty of Mechanical Engineering, Polytechnic University of Tirana, Mother Theresa Square, No. 1, Tirana, Albania

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Anis Sulejmani Department of Mechanics, Faculty of Mechanical Engineering, Polytechnic University of Tirana, Mother Theresa Square, No. 1, Tirana, Albania

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Odhise Koça Department of Mechanics, Faculty of Mechanical Engineering, Polytechnic University of Tirana, Mother Theresa Square, No. 1, Tirana, Albania

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Abstract

This research work has been focused on estimation of the measurement uncertainty for different steel reinforcement bars. The investigated material was HRB400 steel reinforcement with approximately diameter 16 mm and length 500 mm by using uniaxial tensile testing device. International standard ISO 6892: 2016 and guide for measurement uncertainty have been implemented an accurate method to determine the measurement uncertainty of HRB400 steel reinforcement bar measurements. The results of expanded uncertainty for 569.47 N/mm−2 correspond to 0.76 N/mm−2, which fulfil the international standard requirements. This accurate method can be used in most of the accredited laboratories as inspection services of steel reinforcement bar by using uniaxial tensile testing device at good accuracy.

  • [1]

    K. Dhoska , “Tensile testing analysis of the HRB400 steel reinforcement bar,” Int. J. Innovative Technol. Interdiscip. Sci., vol. 2, no. 3, pp. 253258, 2019.

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  • [2]

    Kurum Ltd Albania. [Online]. Available. https://www.kurum.al/en/home/. Accessed: June 22, 2021.

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    S. Adamczak , J. Bochnia , and C. Kundera , “Stress and strain measurements in static tensile tests,” Metrology Meas. Syst., vol. 19, no. 3, pp. 531540, 2012.

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    Q. Li , Y. Cui , and J. Wang , “Basic mechanical properties of duplex stainless-steel bars and experimental study of bonding between duplex stainless-steel bars and concrete,” Materials, vol. 14, no. 11, 2021, Paper no. 2995.

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    C. Wu and G. Chen Unified model of local bond between deformed steel rebar and concrete: Indentation analogy theory and validation,” J. Eng. Mech., vol. 141, no. 10, 2015, Paper no. 04015038.

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    A. Sergueeva , J. Zhou , B. Meacham , and D. Branagan , “Gage length and sample size effect on measured properties during tensile testing,” Mater. Sci. Eng. A, vol. 526, no. 1, pp. 7983, 2009.

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  • [7]

    Y. Zhao , Y. Guo , Q. Wei , T. Topping , A. Dangelewicz , Y. Zhu , T. Langdon , and E. Lavernia , “Influence of specimen dimensions and strain measurement methods on tensile stress–strain curves,” Mater. Sci. Eng. A, vol. 526, no. 1, pp. 6877, 2009.

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  • [8]

    S. Nemer and F. Papp , “Influence of imperfections in the buckling resistance of steel beam-columns under fire,” Pollack Period., vol. 16, no. 2, pp. 16, 2021.

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  • [9]

    O. Koça , A. Sulejmani , and K. Dhoska , “Pressure distribution on rolling-slide contact problem,” Pollack Period., vol. 16, no. 1, pp. 7176, 2021.

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  • [10]

    A. Pramono , K. Nugraha , Suryana , A. Milandia , and A. Juniarsih , “Design of rolling machine to improve mechanical properties of strapping-band steel and low carbon steel type SHP 440,” Int. J. Innovative Technol. Interdiscip. Sci., vol. 5, no. 1, pp. 822832, 2022.

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  • [11]

    I. Markja , K. Dhoska , D. Elezi , R. Moezzi , and M. Petru , “Effect of the grain sizes on the ultrasonic propagation and attenuation on different types of steels microstructure during non-destructive testing,” Ann. Chim. Sci. Matériaux, vol. 45, no. 4, pp. 329334, 2021.

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  • [12]

    K. Dhoska , T. Kübarsepp , and A. Hermaste , “Uncertainty evaluation of angle measurements by using 3D coordinate measuring machine,” in 9th International Conference of DAAAM Baltic: Industrial Engineering, Tallinn, Estonia, Apr. 2426, 2014, pp. 221‒225.

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  • [13]

    Y. Seechurn and A. I. Ramjan , “Design and optimization of a laser-welded corrugated-core steel structure for monopoles,” Int. J. Innovative Technol. Interdiscip. Sci., vol. 3, no. 4, pp. 530549, 2020.

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  • [14]

    ISO 6892-1:2016, Metallic materials, tensile testing, Part 1, Method of test at room temperature, Geneva, Switzerland: International Standard Organization, 2016.

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  • [15]

    ISO/IEC Guide 98:1995, Uncertainty measurement, Part 3, Guide to the expression of uncertainty in measurement, Geneva, Switzerland: International Standard Organization, 1995.

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  • [16]

    Matest H010-02N Tensile/compression machine, Servo-plus evolution control unit [Online]. Available. https://www.matest.com/en/product/h011-01n-tensile-compression-machine-servo-plus-evolution-control-unit. Accessed: October 16, 2021.

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  • [17]

    JCGM 102:2011, Evaluation of measurement data, Supplement 2 to the Guide to the expression of uncertainty in measurement, Extension to any number of output quantities, Joint Committee for Guides in Metrology, 2011.

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  • [18]

    M. Graba , “Estimation of measurement uncertainty in a static tensile test,” Open Eng., vol. 11, no. 1, pp. 709722, 2021.

  • [19]

    S. Adamczak , J. Bochnia , and B. Kaczmarska , “Estimating the uncertainty of tensile strength measurement for a photo cured material produced by additive manufacturing,” Metrology Meas. Syst., vol. 21, no. 3, pp. 553560, 2014.

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  • [20]

    D. Brizard , S. Ronel , and E. Jacquelin , “Estimating measurement uncertainty on stress-strain curves from SHPB,” Exp. Mech., Society for Experimental Mechanics, vol. 57, no. 5, pp. 735742, 2017.

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  • [21]

    M. K. Choi , H. Huh , S. Jeong , C. G. Kim , and K. S. Chae , “Measurement uncertainty evaluation with correlation for dynamic tensile properties of auto-body steel sheets,” Int. J. Mech. Sci., vol. 130, pp. 174187, 2017.

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  • [22]

    M. Madia , S. Foletti , G. Torsello , and A. Cammi , “On the applicability of the small punch test to the characterization of the 1CrMoV aged steel,” Mech. Test. Numer. Anal., Engineering Failure Analysis, vol. 34, pp. 189203, 2013.

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  • [23]

    S. Yadav , V. K. Gupta , O. Prakash , and A. K. Bandyopadhyay , “Evaluation of associated uncertainties in calibration of direct pressure indicating electromechanical devices,” Meas. Sci. Rev., vol. 5, no. 3, pp. 104‒114, 2005.

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  • [24]

    D. Kuhinek , I. Zorić , and P. Hrženjak , “Measurement uncertainty in testing of uniaxial compressive strength and deformability of rock samples,” Meas. Sci. Rev., vol. 11, no. 4, pp. 112117, 2011.

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  • [25]

    H. B. Motra , J. Hildebrand , and A. Dimmig-Osburg , “Assessment of strain measurement techniques to characterize mechanical properties of structural steel,” Eng. Sci. Technol. Int. J., vol. 17, no. 4, pp. 260269, 2014.

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  • [26]

    H. B. Motra , A. Dimmig-Osburg , and J. Hildebrand , “Evaluation of experimental measurement uncertainty in engineering properties of PCC samples,” J. Civil. Eng. Res., vol. 3, no. 3, pp. 104113, 2013.

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  • [27]

    EA-4/02 M:2013, Evaluation of the uncertainty of measurement in calibration, European Accreditation Laboratory Committee, 2013.

  • [28]

    K. Dhoska , S. Tola , A. Pramono , and I. Vozga , “Evaluation of measurement uncertainty for the determination of the mechanical resistance of the brick samples by using uniaxial compressive strength test,” Int. J. Metrol. Qual. Eng., vol. 9, no. 12, p. 0105, 2018.

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Editor(s)-in-Chief: Iványi, Amália

Editor(s)-in-Chief: Iványi, Péter

 

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Miklós M. Iványi

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  • Bálint Bachmann (Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Jeno Balogh (Department of Civil Engineering Technology, Metropolitan State University of Denver, Denver, Colorado, USA)
  • Radu Bancila (Department of Geotechnical Engineering and Terrestrial Communications Ways, Faculty of Civil Engineering and Architecture, “Politehnica” University Timisoara, Romania)
  • Charalambos C. Baniotopolous (Department of Civil Engineering, Chair of Sustainable Energy Systems, Director of Resilience Centre, School of Engineering, University of Birmingham, U.K.)
  • Oszkar Biro (Graz University of Technology, Institute of Fundamentals and Theory in Electrical Engineering, Austria)
  • Ágnes Borsos (Institute of Architecture, Department of Interior, Applied and Creative Design, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Matteo Bruggi (Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano, Italy)
  • Petra Bujňáková (Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Slovakia)
  • Anikó Borbála Csébfalvi (Department of Civil Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Mirjana S. Devetaković (Faculty of Architecture, University of Belgrade, Serbia)
  • Szabolcs Fischer (Department of Transport Infrastructure and Water Resources Engineering, Faculty of Architerture, Civil Engineering and Transport Sciences Széchenyi István University, Győr, Hungary)
  • Radomir Folic (Department of Civil Engineering, Faculty of Technical Sciences, University of Novi Sad Serbia)
  • Jana Frankovská (Department of Geotechnics, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Slovakia)
  • János Gyergyák (Department of Architecture and Urban Planning, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Kay Hameyer (Chair in Electromagnetic Energy Conversion, Institute of Electrical Machines, Faculty of Electrical Engineering and Information Technology, RWTH Aachen University, Germany)
  • Elena Helerea (Dept. of Electrical Engineering and Applied Physics, Faculty of Electrical Engineering and Computer Science, Transilvania University of Brasov, Romania)
  • Ákos Hutter (Department of Architecture and Urban Planning, Institute of Architecture, Faculty of Engineering and Information Technolgy, University of Pécs, Hungary)
  • Károly Jármai (Institute of Energy and Chemical Machinery, Faculty of Mechanical Engineering and Informatics, University of Miskolc, Hungary)
  • Teuta Jashari-Kajtazi (Department of Architecture, Faculty of Civil Engineering and Architecture, University of Prishtina, Kosovo)
  • Róbert Kersner (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Rita Kiss  (Biomechanical Cooperation Center, Faculty of Mechanical Engineering, Budapest University of Technology and Economics, Budapest, Hungary)
  • István Kistelegdi  (Department of Building Structures and Energy Design, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Stanislav Kmeť (President of University Science Park TECHNICOM, Technical University of Kosice, Slovakia)
  • Imre Kocsis  (Department of Basic Engineering Research, Faculty of Engineering, University of Debrecen, Hungary)
  • László T. Kóczy (Department of Information Sciences, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, University of Győr, Hungary)
  • Dražan Kozak (Faculty of Mechanical Engineering, Josip Juraj Strossmayer University of Osijek, Croatia)
  • György L. Kovács (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Balázs Géza Kövesdi (Department of Structural Engineering, Faculty of Civil Engineering, Budapest University of Engineering and Economics, Budapest, Hungary)
  • Tomáš Krejčí (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
  • Jaroslav Kruis (Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic)
  • Miklós Kuczmann (Department of Automations, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University, Győr, Hungary)
  • Tibor Kukai (Department of Engineering Studies, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Maria Jesus Lamela-Rey (Departamento de Construcción e Ingeniería de Fabricación, University of Oviedo, Spain)
  • János Lógó  (Department of Structural Mechanics, Faculty of Civil Engineering, Budapest University of Technology and Economics, Hungary)
  • Carmen Mihaela Lungoci (Faculty of Electrical Engineering and Computer Science, Universitatea Transilvania Brasov, Romania)
  • Frédéric Magoulés (Department of Mathematics and Informatics for Complex Systems, Centrale Supélec, Université Paris Saclay, France)
  • Gabriella Medvegy (Department of Interior, Applied and Creative Design, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Tamás Molnár (Department of Visual Studies, Institute of Architecture, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Ferenc Orbán (Department of Mechanical Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Zoltán Orbán (Department of Civil Engineering, Institute of Smart Technology and Engineering, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Dmitrii Rachinskii (Department of Mathematical Sciences, The University of Texas at Dallas, Texas, USA)
  • Chro Radha (Chro Ali Hamaradha) (Sulaimani Polytechnic University, Technical College of Engineering, Department of City Planning, Kurdistan Region, Iraq)
  • Maurizio Repetto (Department of Energy “Galileo Ferraris”, Politecnico di Torino, Italy)
  • Zoltán Sári (Department of Technical Informatics, Institute of Information and Electrical Technology, Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Grzegorz Sierpiński (Department of Transport Systems and Traffic Engineering, Faculty of Transport, Silesian University of Technology, Katowice, Poland)
  • Zoltán Siménfalvi (Institute of Energy and Chemical Machinery, Faculty of Mechanical Engineering and Informatics, University of Miskolc, Hungary)
  • Andrej Šoltész (Department of Hydrology, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Slovakia)
  • Zsolt Szabó (Faculty of Information Technology and Bionics, Pázmány Péter Catholic University, Hungary)
  • Mykola Sysyn (Chair of Planning and Design of Railway Infrastructure, Institute of Railway Systems and Public Transport, Technical University of Dresden, Germany)
  • András Timár (Faculty of Engineering and Information Technology, University of Pécs, Hungary)
  • Barry H. V. Topping (Heriot-Watt University, UK, Faculty of Engineering and Information Technology, University of Pécs, Hungary)

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2023  
Scopus  
CiteScore 1.5
CiteScore rank Q3 (Civil and Structural Engineering)
SNIP 0.849
Scimago  
SJR index 0.288
SJR Q rank Q3

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