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Effect of Curing Conditions on the Interfacial Bonding Parameters of High-Tenacity Polypropylene (HTPP) Fiber / Cementitious Matrix | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 2، دوره 13، شماره 1 - شماره پیاپی 37، اردیبهشت 2025، صفحه 14-28 اصل مقاله (1.32 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2024.32158.1919 | ||
| نویسنده | ||
| Burak Felekoğlu* | ||
| Professor, Department of Civil Engineering, Engineering Faculty, Dokuz Eylul University, İzmir, Turkey | ||
| تاریخ دریافت: 03 آبان 1402، تاریخ بازنگری: 17 بهمن 1402، تاریخ پذیرش: 13 اردیبهشت 1403 | ||
| چکیده | ||
| Engineered cementitious composites (ECC) provide enhanced ductile behavior thanks to multiple-cracking arising from the synergistic optimization of fiber-matrix interface adhesion behavior. According to the micromechanics based design theory of ECC, there are two critical conditions that should be satisfied to guarantee the strain-hardening. According to the first condition fiber bridging strength should be greater than the cracking strength for any crack plane. Secondly, complementary energy of fiber bridging should be greater than the crack tip toughness. Both criteria are directly related with the fiber/matrix interface bonding parameters and critical for the success of ECC design. These interfacial bonding parameters are well documented for poly-vinyl alcohol (PVA) fiber reinforced ECC and poly-ethylene (PE) fiber reinforced ECC. However, interfacial bonding parameters need to be determined for the relatively new type of ECC known as high-tenacity polypropylene fiber reinforced ECC (HTPP-ECC). This study focuses on the effect of different curing conditions on HTPP fiber/matrix bonding parameters (frictional bond strength, slip hardening coefficient and chemical debond-related energy). These parameters have been experimentally determined by using a special single fiber pull-out test setup. Results showed that water curing or partial water curing at the initial periods of hydration has a positive influence on fiber/matrix frictional bond strength. The chemical debond-related energy and slip hardening coefficient values of HTPP-ECC interfaces were found excessively low and did not significantly affected from the curing conditions, which is reasonable for most of the hydrophobic fibers. | ||
تازه های تحقیق | ||
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| کلیدواژه‌ها | ||
| Fiber reinforcement؛ Engineered cementitious composites؛ Single fiber test؛ Curing؛ Interfacial bond strength | ||
| مراجع | ||
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[1] V. C. Li, “Tailoring ECC for Special Attributes: A Review,” Int. J. Concr. Struct. Mater., vol. 6, no. 3, pp. 135–144, 2012, doi: 10.1007/s40069-012-0018-8.
[2] P. de O. Ribeiro, P. A. Krahl, R. Carrazedo, and L. F. A. Bernardo, “Modeling the Tensile Behavior of Fiber-Reinforced Strain-Hardening Cement-Based Comp.: A Review,” Materials (Basel)., vol. 16, no. 9, 2023, doi: 10.3390/ma16093365.
[3] V. C. Li and C. K. Y. Leung, “Steady‐State and Multiple Cracking of Short Random Fiber Composites,” J. Eng. Mech., vol. 118, no. 11, pp. 2246–2264, Nov. 1992, doi:10.1061/(ASCE)0733-9399(1992) 18: 11(2246).
[4] V. C. Li, Engineered Cementitious Composites (ECC). Berlin, Heidelberg: Springer Berlin Heidelberg, 2019. doi: 10.1007/978-3-662-58438-5.
[5] V. C. Li, “From micromechanics to structural engineering - the design of cementitious composites for civil engineering applications,” Doboku Gakkai Rombun-Hokokushu/Proceedings Japan Soc. Civ. Eng., vol. 1993, no. 471 pt 1–24, pp. 1–12, Jul. 1993, doi: 10.2208/jscej.1993.471_1.
[6] T. Kanda and V. C. Li, “Practical design criteria for saturated pseudo strain hardening behavior in ECC,” J. Adv. Concr. Technol., vol. 4, no. 1, pp. 59–72, 2006, doi: 10.3151/jact.4.59.
[7] A. Dalvand, E. Sharififard, and F. Omidinasab, “Experimental investigation of mechanical and dynamic impact properties of high strength cementitious composite containing micro steel and PP fibers,” J. Rehabil. Civ. Eng., vol. 8, no. 4, pp. 73–89, 2020, doi: 10.22075/JRCE .2020.17480.1332.
[8] A. Sorzia, L. Lanzoni, amd E. Radi, "Pullout modelling of viscoelastic synthetic fibres for cementitious composites." Composite Structures, vol. 223, no. 110898, 2019, doi: 10.1016/ j.compstruct.2019.110898.
[9] F. C. Antico, J. Concha-Riedel, I. Valdivia, C.G. Herrera, and A. Utrera, "The fracture mechanical behavior of the interface between animal fibers, mortar, and earth matrices. A theoretical and experimental approach." Composites Part B: Engineering, vol. 254, no. 110568, 2023, doi: 10.1016/j.compositesb.2023.110568.
[10] S. Khandelwal and K.Y. Rhee, "Recent advances in basalt-fiber-reinforced composites: Tailoring the fiber-matrix interface". Composites Part B: Engineering, vol. 192, no. 108011, 2020, doi: 10.1016/j.compositesb.2020.108011.
[11] H. Li, X. Li, J. Fu, N. Zhu, D. Chen, Y. Wang and S. Ding, "Experimental study on compressive behavior and failure characteristics of imitation steel fiber concrete under uniaxial load." Construction and Building Materials, vol. 399, no. 132599, 2023, doi:10.1016/ j.conbuildmat.2023.132599.
[12] M. Fareghian, M. Afrazi and A. Fakhimi, "Soil reinforcement by waste tire textile fibers: small-scale experimental tests." Journal of Materials in Civil Engineering, vol.35(2), no. 04022402, 2023, 10.1061/ (ASCE)MT.1943-5533.0004574.
[13] Y. El Bitouri, B. Fofana, R. Léger, D. Perrin and P. Ienny, "The Effects of Replacing Sand with Glass Fiber-Reinforced Polymer (GFRP) Waste on the Mechanical Properties of Cement Mortars." Eng, vol. 5, no. 1, pp. 266-281, 2024, doi: 10.3390/eng5010014.
[14] D. V. B. De Lhoneux, R. Kalbskopf, P. Kim, V.C. Li, Z. Lin, “Development of High Tenacity Polypropylene Fibers for Cementitious Composites,” in JCI International Workshop on Ductile Fiber Reinforced Cementitious Composites (DFRCC) - Application and Evaluation, K. K. (Eds. . N. Konkurīto, Ed., Tokyo, Takayama: JCI, 2002, pp. 121–132.
[15] L. Yan, R.L. Pendleton, and C.H.M. Jenkins, "Interface morphologies in polyolefin fiber reinforced concrete composites." Composites Part A: Applied Science and Manufacturing, vol. 29, no: 5-6, pp. 643-650, doi:10.1016/S1359-835X (97)00114-0
[16] V. C. Li and S. Wang, “Microstructure variability and macroscopic composite properties of high performance fiber reinforced cementitious composites,” Probabilistic Eng. Mech., vol. 21, no. 3, pp. 201–206, Jul. 2006, doi: 10.1016/j.probengmech.2005.10.008.
[17] X. Wei, H. Zhu, Q. Chen, J.W. Ju, W. Cai, Z. Yan, and Y. Shen, "Microstructure-based prediction of UHPC's tensile behavior considering the effects of interface bonding, matrix spalling and fiber distribution." Cement and Concrete Composites, vol: 139, no: 105015, 2023, doi: 10.1016/j.cemconcomp.2023.105015.
[18] C. Redon, V. C. Li, C. Wu, H. Hoshiro, T. Saito, and A. Ogawa, “Measuring and Modifying Interface Properties of PVA Fibers in ECC Matrix,” J. Mater. Civ. Eng., vol. 13, no. 6, pp. 399–406, 2001, doi: 10.1061/(asce)0899-561(2001)13:6(399).
[19] L. V. C. Lin Z., Kanda T., “On Interface Property Characterization and Performance of Fiber Reinforced Cementitious Composites,” Concr. Sci. Eng., vol. 1, no. September, pp. 173–174, 1999.
[20] C. Lin, T. Kanstad, S. Jacobsen, and G. Ji, “Bonding property between fiber and cementitious matrix: A critical review,” Constr. Build. Mater., vol. 378, no. December 2022, p. 131169, 2023, doi: 10.1016/j.conbuildmat.2023.131169.
[21] Y. Huo, D. Lu, Z. Wang, Y. Liu, Z. Chen and Y. Yang, "Bending behavior of strain hardening cementitious composites based on the combined fiber-interface constitutive model." Computers & Structures, vol: 281, no: 107017, 2023, doi: 10.1016/j.compstruc.2023.107017.
[22] Katz A., Li. V. C. “A special technique for determining the bond strength of micro-fibres in cement matrix by pullout test,” J. Mater. Sci. Lett., vol. 15, pp. 1821–1823, 1996.
[23] J. K. Kim, J. S. Kim, G. J. Ha, and Y. Y. Kim, “Tensile and fiber dispersion performance of ECC (engineered cementitious composites) produced with ground granulated blast furnace slag,” Cem. Concr. Res., vol. 37, no. 7, pp. 1096–1105, 2007, doi: 10.1016/j.cemconres. 2007.04.006.
[24] S. Singh, A. Shukla, and R. Brown, "Pullout behavior of polypropylene fibers from cementitious matrix." Cem. Concr. Res., vol. 34, no. 10, pp. 1919-1925, 2004, doi: 10.1016/j.cemconres.2004.02.014.
[25] T. Kanda, and V.C. Li, "New micromechanics design theory for pseudostrain hardening cementitious composite." Journal of engineering mechanics, vol: 125, no: 4, pp. 373-381, 1999.
[26] P. Schreier, C. Traßl and V. Altstädt, "Surface modification of polypropylene based particle foams." In AIP Conference Proceedings,vol. 1593, no: 1, pp. 378-382. American Institute of Physics, 2014.
[27] M. Sigrüner, G. Hüsken, S. Pirskawetz, J. Herz, D. Muscat and N. Strübbe, "Pull‐out behavior of polymer fibers in concrete." Journal of Polymer Science, vol: 61, no: 21, pp. 2708-2720, 2023, doi: 10.1002/ pol.20230264.
[28] B. Felekoglu, K. Tosun-Felekoglu, R. Ranade, Q. Zhang, and V. C. Li, “Influence of matrix flowability, fiber mixing procedure, and curing conditions on the mechanical performance of HTPP-ECC,” Compos. Part B Eng., vol. 60, pp. 359–370, 2014, doi: 10.1016/j.compositesb. 2013.12.076.
[29] Y. W. Chan and S. H. Chu, “Effect of silica fume on steel fiber bond characteristics in reactive powder concrete,” Cem. Concr. Res., vol. 34, no. 7, pp. 1167–1172, 2004, doi: 10.1016/j.cemconres.2003.12.023. | ||
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