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An experimental investigation on fracture parameters and brittleness of self-compacting lightweight concrete containing magnetic field treated water

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this study, an experimental research on the fracture parameters of self-compacting lightweight concrete (SCLC) using tap and magnetic water (MW) is presented. For all SCLC mixtures, common fracture parameters were specified by means of both work of fracture method (WFM) and the size effect method (SEM). Three-point bending tests were carried out on 90 notched beams with six mix compositions. The beams were made from mixes with three different water to cement (w/c) ratios of 0.37, 0.47 and 0.52; also, both tap and magnetic water were consumed in the concrete mixes, separately. The results of this research showed that by using MW in SCLC and decreasing w/c ratio from 0.52 to 0.37: (a) both initial fracture energy Gf and total fracture energy GF increased; (b) the fracture toughness and the mechanical properties of SCLC improved. Additionally, the achieved data exhibited that there was a reasonable relation between the total fracture energy obtained by WFM and the initial fracture energy achieved through SEM. The average of GF to Gf ratio in SCLC was 2.70. Furthermore, by using MW in SCLC mixtures, compressive strength, splitting tensile strength and modulus of elasticity increased up to 18%, 9% and 10%, respectively.
Rocznik
Strony
803--819
Opis fizyczny
Bibliogr. 76 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Mechanical Engineering, Khatam Ol Anbia University, Tehran, Iran
  • Department of Civil Engineering, Shahid Rajaee Teacher Training University, Lavizan, Tehran, Iran
Bibliografia
  • [1] S. Xu, H.W. Reinhardt, Crack extension resistance and fracture properties of quasi-brittle softening materials like concrete based on the complete process of fracture, Int. J. Fract. 92 (1) (1998) 71–99.
  • [2] M.H.A. Beygi, M.T. Kazemi, I.M. Nikbin, J. Vaseghi Amiri, S. Rabbanifar, et al., The influence of coarse aggregate size and volume on the fracture behavior and brittleness of self-compacting concrete, Cem. Concr. Res. 66 (2014) 75–90.
  • [3] M. Kazemi, H. Golsorkhtabar, M. Beygi, M. Gholamitabar, Fracture properties of steel fiber reinforced high strength concrete using work of fracture and size effect methods, Constr. Build. Mater. 142 (2017) 482–489.
  • [4] I.M. Nikbin, M.R. Davoodi, H. Fallahnejad, S. Rahimi, F. Farahbod, Influence of mineral powder content on the fracture behaviors and ductility of self-compacting concrete, J. Mater. Civil Eng. 28 (3) (2016) 1–14.
  • [5] P.E. Petersson, Fracture energy of concrete: practical performance and experimental results, Cem. Concr. Res. 10 (1) (1980) 91–101.
  • [6] F.H. Wittmann, P.E. Roelfstra, H. Mihashi, Y.-Y. Huang, X.-H. Zhang, et al., Influence of age of loading, water–cement ratio and rate of loading on fracture energy of concrete, Mater. Struct. 20 (2) (1987) 103–110.
  • [7] R. Ince, K.E. Alyamac, Determination of fracture parameters of concrete based on water–cement ratio, Indian J. Eng. Mater. Sci. 15 (1) (2008) 14–22.
  • [8] A. Carpinteri, R. Brighenti, Fracture behaviour of plain and fiber-reinforced concrete with different water content under mixed mode loading, Mater. Des. 31 (4) (2010) 2032–2042.
  • [9] R. Siddique, P. Aggarwal, Y. Aggarwal, Influence of water/ powder ratio on strength properties of self-compacting concrete containing coal fly ash and bottom ash, Constr. Build. Mater. 29 (2012) 73–81.
  • [10] M.H.A. Beygi, M.T. Kazemi, I.M. Nikbin, J. Vaseghi Amiri, The effect of water to cement ratio on fracture parameters and brittleness of self-compacting concrete, Mater. Des. 50 (2013) 267–276.
  • [11] H. Cifuentes, B.L. Karihaloo, Determination of size-independent specific fracture energy of normal-and high-strength self-compacting concrete from wedge splitting tests, Constr. Build. Mater. 48 (2013) 548–553.
  • [12] I.M. Nikbin, M.H.A. Beygi, M.T. Kazemi, J. Vaseghi Amiri, E. Rahmani, et al., Effect of coarse aggregate volume on fracture behavior of self compacting concrete, Constr. Build. Mater. 52 (2014) 137–145.
  • [13] M.H.A. Beygi, M.T. Kazemi, J. Vaseghi Amiri, I.M. Nikbin, S. Rabbanifar, et al., Evaluation of the effect of maximum aggregate size on fracture behavior of self compacting concrete, Constr. Build. Mater. 55 (2014) 202–211.
  • [14] H. Salehi, M. Mazloom, Experimental and numerical studies of crack propagation in self-compacting lightweight concrete, Modares Mech. Eng. 18 (6) (2018).
  • [15] Z.P. Bazant, M.T. Kazemi, Determination of fracture energy, process zone longth and brittleness number from size effect, with application to rock and conerete, Int. J. Fract. 44 (2) (1990) 111–131.
  • [16] M. Elices, G. Guinea, J. Planas, On the measurement of concrete fracture energy using three-point bend tests, Mater. Struct. 30 (6) (1997) 375–376.
  • [17] Z.P. Bazant, E. Becq-Giraudon, Statistical prediction of fracture parameters of concrete and implications for choice of testing standard, Cem. Concr. Res. 32 (4) (2002) 529–556.
  • [18] J. Planas, M. Elices, G. Guinea, Measurement of the fracture energy using three-point bend tests: Part 2—Influence of bulk energy dissipation, Mater. Struct. 25 (5) (1992) 305–312.
  • [19] M.H.A. Beygi, M.T. Kazemi, I.M. Nikbin, J. Vaseghi Amiri, The effect of aging on the fracture characteristics and ductility of self-compacting concrete, Mater. Des. 55 (2014) 937–948.
  • [20] M. Karamloo, M. Mazloom, G. Payganeh, Effects of maximum aggregate size on fracture behaviors of self-compacting lightweight concrete, Constr. Build. Mater. 123 (2016) 508–515.
  • [21] M. Karamloo, M. Mazloom, G. Payganeh, Influences of water to cement ratio on brittleness and fracture parameters of self-compacting lightweight concrete, Eng. Fract. Mech. 168 (2016) 227–241.
  • [22] F. Franks, Water: A Comprehensive Treatise, Plenum Pub Corp, 1975 (English).
  • [23] Q. Yu, S. Sugita, K. Sawayama, Y. Isojima, Effect of electron water curing and electron charging curing on concrete strength, Cem. Concr. Res. 28 (9) (1998) 1201–1208.
  • [24] M. Mazloom, M.S. Miri, Effects of magnetic water on strength and workability of high performance concrete, J. Struct. Constr. Eng. 3 (2) (2016) 30–41.
  • [25] H. Afshin, M. Gholizadeh, N. Khorshidi, Improving mechanical properties of high strength concrete by magnetic water technology, Sci. Iran. Trans. A Civil Eng. 17 (1) (2010) 74–79.
  • [26] N. Su, C.F. Wu, Effect of magnetic field treated water on mortar and concrete containing fly ash, Cem. Concr. Comp. 25 (7) (2003) 681–688.
  • [27] N. Khorshidi, M. Ansari, M. Bayat, An investigation of water magnetization and its influence on some concrete specificities like fluidity and compressive strength, Comput. Concr. 13 (5) (2014) 649–657.
  • [28] M.S. Choi, Y.S. Kim, J.H. Kim, J.S. Kim, S.H. Kwon, Effects of an externally imposed electromagnetic field on the formation of a lubrication layer in concrete pumping, Constr. Build. Mater. 61 (2014) 18–23.
  • [29] M. Gholizadeh, H. Arabshahi, The effect of magnetic water on strength parameters of concrete, J. Eng. Technol. Res. 3 (3) (2011) 77–81.
  • [30] M. Mazloom, S.M. Miri, Interaction of magnetic water, silica fume and superplasticizer on fresh and hardened properties of concrete, Adv. Concr. Constr. 5 (2) (2017) 87–99.
  • [31] M. Gholhaki, M. Hajforoush, M. Kazemi, An investigation on the fresh and hardened properties of self-compacting concrete incorporating magnetic water with various pozzolanic materials, Constr. Build. Mater. 158 (2018) 173–180.
  • [32] N. Su, Y.H. Wu, C.Y. Mar, Effect of magnetic water on the engineering properties of concrete containing granulated blast-furnace slag, Cem. Concr. Res. 30 (4) (2000) 599–605.
  • [33] Z. Chau, The New Construction Method of Concrete, The Publishing House of Chinese Architectural Industry, Beijing, 1996, pp. 401–407.
  • [34] H. Wei, Y. Wang, J. Luo, Influence of magnetic water on early- age shrinkage cracking of concrete, Constr. Build. Mater. 147 (2017) 91–100.
  • [35] Z. Bazant, J. Planas, Fracture and Size Effect in Concrete and Other Quasibrittle Structures, CRC Press, Boca Raton, FL, 1998.
  • [36] R.D. Recommendation, Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams, Mater. Struct. 18 (106) (1985) 285–290.
  • [37] RILEM. FMT-89, Size-effect method for determining fracture energy and process zone size of concrete, Mater. Struct. 23 (6) (1990) 461–465.
  • [38] M. Elices, G. Guinea, J. Planas, Measurement of the fracture energy using three-point bend tests: Part 3—influence of cutting the P-d tail, Mater. Struct. 25 (6) (1992) 327–334.
  • [39] G. Guinea, J. Planas, M. Elices, Measurement of the fracture energy using three-point bend tests: Part 1—influence of experimental procedures, Mater. Struct. 25 (4) (1992) 212–218.
  • [40] RILEM FMC-50, Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beames, Mater. Struct. 18 (4) (1985) 287–290.
  • [41] A.R. Murthy, B. Karihaloo, N.R. Iyer, B.R. Prasad, Determination of size-independent specific fracture energy of concrete mixes by two methods, Cem. Concr. Res. 50 (2013) 19–25.
  • [42] X. Hu, F. Wittmann, Size effect on toughness induced by crack close to free surface, Eng. Fract. Mech. 65 (2) (2000) 209–221.
  • [43] A. Hillerborg, M. Modéer, P.-E. Petersson, Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements, Cem. Concr. Res. 6 (6) (1976) 773–781.
  • [44] Z.P. Bazant, P.A. Pfeiffer, Determination of fracture energy from size effect and brittleness number, ACI Mater. J. 84 (6) (1987) 463–480.
  • [45] X. Hu, K. Duan, Size effect and quasi-brittle fracture: the role of FPZ, Int. J. Fract. 154 (1) (2008) 3–14.
  • [46] X. Hu, J. Guan, Y. Wang, A. Keating, S. Yang, Comparison of boundary and size effect models based on new developments, Eng. Fract. Mech. 175 (2017) 146–167.
  • [47] Q. Yu, J.-L. Le, C.G. Hoover, Z.P. Bažant, Problems with Hu- Duan boundary effect model and its comparison to size-shape effect law for quasi-brittle fracture, J. Eng. Mech. 136 (1) (2009) 40–50.
  • [48] C.G. Hoover, Z.P. Bazant, Comparison of the Hu-Duan boundary effect model with the size-shape effect law for quasi-brittle fracture based on new comprehensive fracture tests, J. Eng. Mech. 140 (3) (2014) 480–486.
  • [49] T.L. Anderson, Fracture Mechanics: Fundamentals and Applications, third ed., CRC Press, Taylor & Francis, 2005.
  • [50] Y. Jenq, S.P. Shah, Two parameter fracture model for concrete, J. Eng. Mech. 111 (10) (1985) 1227–1241.
  • [51] ASTM C494, Standard Specification for Chemical Admixtures for Concrete, American Society of Testing Materials, 2001.
  • [52] EFNARC, Specification & Guidelines for Self-compacting Concrete, European Federation for Specialist Construction Chemicals and Concrete Systems Norfolk, UK, 2002 (English).
  • [53] M. Karamloo, M. Mazloom, An efficient algorithm for scaling problem of notched beam specimens with various notch to depth ratios, Comput. Concr. 22 (1) (2018) 39–51.
  • [54] A. Hillerborg, L. Elfgren, S.P. Shah, Analysis of Concrete Structures by Fracture Mechanics, 1978.
  • [55] ASTM-C469, Standard Test Methods for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression, American Society of Testing Materials, 2002.
  • [56] ASTM-C496, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, American Society of Testing Materials, 2002.
  • [57] BS-EN-12390, Testing Hardened Concrete, Method of Determination of Compressive Strength of Concrete Cubes. Part 3, British Standards Institution, 2000.
  • [58] B.H. Bharatkumar, B.K. Raghuprasad, D.S. Ramachandramurthy, R. Narayanan, S. Gopalakrishnan, Effect of fly ash and slag on the fracture characteristics of high performance concrete, Mater. Struct. 38 (1) (2005) 63–72.
  • [59] M. Hassanzadeh, The influence of the type of coarse aggregates on the fracture mechanical properties of high- strength concrete, Fracture Mechanics of Concrete Structures, vol. 1, AEDIFICATIO Publishers, 1998, pp. 161–170.
  • [60] P.E. Petersson, Crack Growth and Development of Fracture Zones in Plain Concrete and Similar Materials. Report No. TVBM-1006, Division of Building Materials, Lund Institute of Technology, Lund, Sweden, 1981.
  • [61] T. Akcaoglu, M. Tokyay, T. Celik, Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression, Cem. Concr. Comp. 26 (6) (2004) 633–638.
  • [62] F. Zhou, B. Barr, F. Lydon, Fracture properties of high strength concrete with varying silica fume content and aggregates, Cem. Concr. Res. 25 (3) (1995) 543–552.
  • [63] H. Eskandari, S. Muralidhara, B. Raghuprasad, B.V. Reddy, Size effect in self consolidating concrete beams with and without notches, Sadhana 35 (3) (2010) 303–317.
  • [64] H. Salehi, M. Mazloom, Effect of magnetic-field intensity on fracture behaviors of self-compacting lightweight concrete, Mag. Concr. Res. (2018).
  • [65] P. Nallathambi, B. Karihaloo, B. Heaton, Effect of specimen and crack sizes, water/cement ratio and coarse aggregate texture upon fracture toughness of concrete, Mag. Concr. Res. 36 (129) (1984) 227–236.
  • [66] B.-W. Jo, G.-H. Tae, Experimental study on fracture energy of low-heat concrete by three-point bend tets, Russ. J. Nondestr. Test. 37 (12) (2001) 907–915.
  • [67] R.A. Einsfeld, M.S. Velasco, Fracture parameters for high-performance concrete, Cem. Concr. Res. 36 (3) (2006) 576–583.
  • [68] I.M. Nikbin, M.H.A. Beygi, M.T. Kazemi, J. Vaseghi Amiri, S. Rabbanifar, et al., A comprehensive investigation into the effect of water to cement ratio and powder content on mechanical properties of self-compacting concrete, Constr. Build. Mater. 57 (2014) 69–80.
  • [69] I.B. Topcu, T. Uygunoglu, Effect of aggregate type on properties of hardened self-consolidating lightweight concrete (SCLC), Constr. Build. Mater. 24 (7) (2010) 1286–1295.
  • [70] Z.P. Bazant, Q. Yu, G. Zi, Choice of standard fracture test for concrete and its statistical evaluation, Int. J. Fract. 118 (4) (2002) 303–337.
  • [71] Z.P. Bazant, M.T. Kazemi, Size dependence of concrete fracture energy determined by RILEM work-of-fracture method, Int. J. Fract. 51 (2) (1991) 121–138.
  • [72] S. Singh, S. Naval, Effect of magnetic water on the engineering properties of self compacting concrete using binary and ternary blends, Int. J. Sci. Manage. Technol. (IJSMT) 9 (9) (2016).
  • [73] M. Mazloom, A. Soltani, M. Karamloo, A. Hassanloo, A. Ranjbar, Effects of silica fume, superplasticizer dosage and type of superplasticizer on the properties of normal and self-compacting concrete, Adv. Mater. Res. 7 (1) (2018) 407–434.
  • [74] K.C. Hover, The influence of water on the performance of concrete, Constr. Build. Mater. 25 (7) (2011) 3003–3013.
  • [75] O.A. Naniz, M. Mazloom, Effects of colloidal nano-silica on fresh and hardened properties of self-compacting lightweight concrete, J. Build. Eng. (2018).
  • [76] ACI, Building Code Requirements for Structural Concrete and Commentary on Building Code Requirements for Structural Concrete (ACI 318-14), American Concrete Institute, 2015.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-2f7f7d45-0937-42fa-9656-744b38835169
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