Nowa wersja platformy, zawierająca wyłącznie zasoby pełnotekstowe, jest już dostępna.
Przejdź na https://bibliotekanauki.pl

PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
2015 | Vol. 15, no. 2 | 558--568
Tytuł artykułu

Determination of steel fibres distribution in self-compacting concrete beams using X-ray computed tomography

Wybrane pełne teksty z tego czasopisma
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this paper a study concerning an automatic determination of distribution of steel fibres in self-compacting concrete (SCC) is presented. The determination of fibre distribution is required to assess any relationship between those features and casting methods of concrete elements. Concrete beams with steel fibres of various types and casting methods were examined. Involved methods were computed tomography imaging followed by image analysis. After image analysis a label map consisting of all detected fibres was obtained, from which position and orientation in 3D of each fibre was calculated. The fibre distribution analysis was performed. The angles between the fibres and the beam main axis were examined. Statistical data analysis was performed that showed that the fibres’ angles exhibit exponential distribution. Graphical visualization using 4D spherical histograms for quick assessment of fibres orientation is also presented.
Wydawca

Rocznik
Strony
558--568
Opis fizyczny
Bibliogr. 51 poz., rys., tab., wykr.
Twórcy
  • Silesian University of Technology, Faculty of Civil Engineering, Department of Building Materials and Processes Engineering, Akademicka 5, 44-100 Gliwice, Poland, Tomasz.Ponikiewski@polsl.pl
  • Silesian University of Technology, Faculty of Civil Engineering, Department of Building Materials and Processes Engineering, Akademicka 5, 44-100 Gliwice, Poland
autor
  • Silesian University of Technology, Faculty of Biomedical Engineering, Department of Informatics and Medical Equipment, Akademicka 16, 44-100 Gliwice, Poland
autor
  • Silesian University of Technology, Faculty of Biomedical Engineering, Department of Informatics and Medical Equipment, Akademicka 16, 44-100 Gliwice, Poland
Bibliografia
  • [1] L. Ferrara, A. Meda, Relationships between fibre distribution, workability and the mechanical properties of SFRC applied to precast roof elements, Materials and Structures 39 (2006) 411–420.
  • [2] S.T. Kang, B.Y. Lee, J.K. Kim, Y.Y. Kim, The effect of fibre distribution characteristics on the flexural strength of steel fibre-reinforced ultrahigh strength concrete, Construction and Building Materials 25 (2011) 2450–2457.
  • [3] S.T. Kang, J.K. Kim, Investigation on the flexural behavior of UHPCC considering the effect of fiber orientation distribution, Construction and Building Materials 28 (2011) 57–65.
  • [4] B. Boulekbache, M. Hamrat, M. Chemrouk, S. Amziane, Flowability of fibre-reinforced concrete and its effect on the mechanical properties of the material, Construction and Building Materials 24 (2010) 1664–1671.
  • [5] S.T. Kang, J.K. Kim, The relation between fiber orientation and tensile behavior in an ultra high performance fiber reinforced cementitious composites (UHPFRCC), Cement and Concrete Research 41 (2011) 1001–1014.
  • [6] T. Ponikiewski, The rheological and mechanical properties of steel fibres reinforced self compacting concrete, Cement Wapno Beton 79 (2012) 301–309.
  • [7] T. Ponikiewski, J. Gołaszewski, The effect of casting by local moulds filling on the steel fibres distribution of self-compacting concrete beams and their strength, Cement Wapno Beton 80 (2013) 91–99.
  • [8] V.K. Bui, M.R. Geiker, S.P. Shah, Rheology of fiber reinforced cementitious materials, in: A.E. Naaman, H.W. Reinhardt (Eds.), Proc. HPFRCC4 Workshop, Ann Arbor, USA, Rilem Pubs., 2003, pp. 221–231.
  • [9] M.C. Torrijos, B.E. Barragan, R.L. Zerbino, Placing conditions, microstructural characteristics and post-cracking response of fibre reinforced self-compacting concretes, Construction and Building Materials 24 (2010) 1078–1085.
  • [10] L. Dvorkin, O. Dvorkin, V. Zhitkovsky, Y. Ribakov, A method for optimal design of steel fiber reinforced concrete composition, Materials and Design 32 (2011) 3254–3262.
  • [11] P. Shafigh, H. Mahmud, M.Z. Jumaat, Effect of steel fiber on the mechanical properties of oil palm shell lightweight concrete, Materials and Design 32 (2011) 3926–3932.
  • [12] R. Zerbino, J.M. Tobes, M.E. Bossio, G. Giaccio, On the orientation of fibres in structural members fabricated with self compacting fibre reinforced concrete, Cement and Concrete Composites 34 (2012) 191–200.
  • [13] L. Ferrara, N. Ozyurt, M. di Prisco, High mechanical performance of fiber reinforced cementitious composites: the role of ‘‘casting-flow’’ induced fiber orientation, Materials and Structures 44 (2011) 149–168.
  • [14] L. Ferrara, Y.D. Park, S.P. Shah, Correlation among fresh state behaviour, fiber dispersion and toughness properties of SFRCs, ASCE Journal of Materials in Civil Engineering 20 (7) (2008) 493–501.
  • [15] J.M. Torrents, A. Blanco, P. Pujadas, A. Aguado, P. Juan-García, M.Á. Sánchez-Moragues, Inductive method for assessing the amount and orientation of steel fibers in concrete, Materials and Structures 45 (2012) 1577–1592.
  • [16] L. Martinie, N. Roussel, Simple tools for fiber orientation prediction in industrial practice, Cement and Concrete Research 41 (2011) 993–1000.
  • [17] R. Deeb, B.L. Karihaloo, S. Kulasegaram, Reorientation of short steel fibres during the flow of self-compacting concrete mix and determination of the fibre orientation factor, Cement and Concrete Research 56 (2014) 112–120.
  • [18] R.N. Swamy, Fibre reinforcement of cement and concrete, Materials and Structures 8 (45) (1975) 235–254.
  • [19] RILEM, TC 162-TDF Test and design methods for steel fiber reinforced concrete bending test, final recommendation, Materials and Structures 35 (2002) 579–582.
  • [20] G. Giaccio, J.M. Tobes, R. Zerbino, Use of small beams to obtain design parameters of fibre reinforced concrete, Cement and Concrete Composites 30 (2008) 297–306.
  • [21] M. Kamiński, T. Trapko, Ł. Balbus, C. Bywalski, The pattern of simulation of steel fibres distribution in steel fiber-reinforced concrete beams, Materiały Budowlane 9 (60) (2006) 8–9 (in Polish).
  • [22] M. Kamiński, C. Bywalski, Analysis of long steel fiber distribution in fiber reinforced, Modern building materials, structures and techniques, in: P. Vainiūnas, E.K. Zavadskas (Eds.), The 10th Int. Conf.: [Vilnius], Lithuania, vol. 1, Technika, Vilnius, 2010, pp. 117–124.
  • [23] C. Bywalski, M. Kamiński, Estimation of the bending stiffness of rectangular reinforced concrete beams made of steel fibre reinforced concrete, Archives of Civil and Mechanical Engineering 11 (3) (2011) 553–571.
  • [24] C. Bywalski, M. Kamiński, Rheological strains in concrete modified with steel fibre reinforcement, Journal of Civil Engineering and Management 19 (5) (2013) 656–664.
  • [25] D.A.S. Rambo, F.d.A. Silva, R.D.T. Filho, Mechanical behavior of hybrid steel-fiber self-consolidating concrete: materials and structural aspects, Materials and Design 54 (2014) 32–42.
  • [26] İ. Şanal, N. Ozyurt, To what extent does the fiber orientation affect mechanical performance, Construction and Building Materials 44 (2013) 671–681.
  • [27] Y.T. Zhu, W.R. Blumenthal, T.C. Lowe, Determination of non-symmetric 3-D fiber orientation distribution and average fiber length in short-fiber composites, Journal of Composite Materials 31 (13) (1997) 1287–1301.
  • [28] A.K. Pradhan, D. Das, R. Chattopadhyay, S.N. Singh, Effect of 3D fiber orientation distribution on transverse air permeability of fibrous porous media, Powder Technology 221 (2012) 101–104.
  • [29] V. Corinaldesi, G. Moriconi, Characterization of self- compacting concretes prepared with different fibers andmineral additions, Cement and Concrete Composites 33 (5) (2011) 596–601.
  • [30] K.Y. Kim, T.S. Yun, J. Choo, D.H. Kang, H.S. Shin, Determination of air-void parameters of hardened cement-based materials using X-ray computed tomography, Construction and Building Materials 37 (2012) 93–101.
  • [31] M.A.B. Promentilla, T. Sugiyama, K. Shimura, Three dimensional characterization of air void system in cement- based materials, in: 3rd Asian Concrete Federation (ACF) International Conference, Ho Chi Minh, Vietnam, (2008), pp. 940–947.
  • [32] R.C.K. Wong, K.T. Chau, Estimation of air void and aggregate spatial distributions in concrete under uniaxial compression using computer tomography scanning, Cement and Concrete Research 35 (8) (2005) 1566–1576.
  • [33] K.N. Manahiloh, B. Muhunthan, M. Kayhanian, S.Y. Gebremariam, X-ray computed tomography and nondestructive evaluation of clogging in porous concrete field samples, Journal of Materials in Civil Engineering 24 (8) (2012) 1103–1109.
  • [34] T. Ponikiewski, J. Gołaszewski, The new approach to the study of random distribution of fibres in high performance self- compacting concrete, Cement Wapno Beton 79 (2012) 165–176.
  • [35] N. Ozyurt, L.Y. Woo, T.O. Mason, S.P. Shah, Monitoring fiber dispersion in fiber reinforced cementitious materials: comparison of AC-impedance spectroscopy and image analysis, ACI Materials Journal 103 (5) (2006) 340–347.
  • [36] C. Eberhardt, A. Clarke, Fibre-orientation measurements in short-glass-fibre composites. Part I: automated, high angular- resolution measurement by confocal microscopy, Composites Science and Technology 61 (2001) 1389–1400.
  • [37] N. Ozyurt, T.O. Mason, S.P. Shah, Non-destructive monitoring of fiber orientation using AC-IS: an industrial-scale application, Cement and Concrete Research 36 (2006) 1653–1660.
  • [38] L. Ferrara, P. Bamonte, A. Caverzan, A. Musa, I. Sanal, A comprehensive methodology to test the performance of steel fibre reinforced self-compacting concrete (SFR-SCC), Construction and Building Materials 37 (2012) 406–424.
  • [39] M. Sahmaran, A. Yurtseven, I.O. Yaman, Workability of hybrid fiber reinforced self-compacting concrete, Building and Environment 40 (2005) 1672–1677.
  • [40] M. Pająk, T. Ponikiewski, Flexural behavior of self-compacting concrete reinforced with different types of steel fibers, Construction and Building Materials 47 (2013) 397–408.
  • [41] B. Łaźniewska-Piekarczyk, The influence of admixtures type on the air-voids parameters of non-air-entrained and air-entrained high performance SCC, Construction and Building Materials 41 (2013) 109–124.
  • [42] H. Okamura, K. Ozawa, Mix design for self-compacting concrete, Concrete Library International JSCE 25 (1995) 107– 120.
  • [43] H. Okamura, M. Ouchi, Self-compacting concrete, Journal of Advanced Concrete Technology 1 (1) (2003) 5–15.
  • [44] J. Katzer, J. Domski, Quality and mechanical properties of engineered steel fibres used as reinforcement for concrete, Construction and Building Materials 34 (2012) 243–248.
  • [45] J. Katzer, Steel fibres and steel fibre reinforced concrete in civil engineering, Pacific Journal of Science and Technology 7 (1) (2006) 53–58.
  • [46] M. Pająk, T. Ponikiewski, Effect of the shape of steel fibers on the mechanical properties of reinforced self-compacting concrete, Cement Wapno Beton 80 (6) (2013) 335–342.
  • [47] EN 14651:2005+A1:2007(E). Test method for metallic fibre concrete – Measuring the flexural tensile strength (limit of proportionality (LOP), residual) CEN European Committee for Standardization.
  • [48] L. Ibáñez, W. Schroeder, L. Ng, J. Cates, The ITK Software Guide, Kitware, 2005 Available from: http://www.itk.org/ ItkSoftwareGuide.pdf.
  • [49] RILEM TC 145-WSM, Workability and rheology of fresh concrete: compendium of tests, in: Bartos, Donebi, Tamimi (Eds.), Report of RILEM Technical Committee TC 145-WSM Workability of Special Concretes, RILEM Publications, Cachan, 2002.
  • [50] B. Akcay, M.A. Tasdemir, Mechanical behaviour and fibre dispersion of hybrid steel fibre reinforced self-compacting concrete, Construction and Building Materials 28 (2012) 287–293.
  • [51] EFNARC, Specification and guidelines for self-compacting concrete, English ed., European Federation for Specialist Construction Chemicals and Concrete Systems, Norfolk, UK, 2002.
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.baztech-b5a1b31c-5c14-4bd0-9427-55380eb704b3
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.