Reinforcing cementitious material using single-walled carbon nanotube - nylon 66 nanofibers
Email:
nnmtri@utc2.edu.vn
Từ khóa:
Nanofibers, Nylon-66, carbon nanotubes (CNTs), cement, tensile strength, toughness.
Tóm tắt
Based on the increase in tensile strength and toughness (43% and 30%, respectively), the feasibility of the hybrid nanofibers containing Single-walled carbon nanotubes and Nylon 66 on reinforcing cementitious materials has been clarified. The well-linking effect of nanofibers in the microstructure of hardened cement pastes has been found by scanning electron microscope (SEM) analysis and well-explained for the increase in mechanical strengths. Besides, field emission transmission electron microscope (FE-TEM) analysis has also been conducted to analyze the properties of the hybrid nanofibers.Tài liệu tham khảo
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[2] M. Wang, R. Wang, H. Yao, S. Farhan, S. Zheng, Z. Wang, C. Du, H. Jiang, Research on the mechanism of polymer latex modified cement, Construction and Building Materials, 111 (2016) 710-718. https://doi.org/10.1016/j.conbuildmat.2016.02.117
[3] K. Kochov, F. Gauvin, K. Schollbach, H.J.H. Brouwers, Using alternative waste coir fibres as a reinforcement in cement-fibre composites, Construction and Building Materials, 231 (2020) 117121. https://doi.org/10.1016/j.conbuildmat.2019.117121
[4] E. Choi, B. Mohammadzadeh, J-H. Hwang, J-H. Lee, Displacement-recovery-capacity of superelastic SMA fibers reinforced cementitious materials, Smart Structures and Systems, 24 (2019) 157-171. https://doi.org/10.12989/sss.2019.24.2.157.
[5] E. Choi, B. Mohammadzadeh, J-H. Hwang, W.J. Kim, Pullout behavior of superelastic SMA fibers with various end-shapes embedded in cement mortar, Construction and Building Materials, 167 (2018) 605-616. https://doi.org/10.1016/j.conbuildmat.2018.02.070
[6] E. Choi, B. Mohammadzadeh, D-K. Kim, J-S. Jeon, A new experimental investigation into the effects of reinforcing mortar beams with superelastic SMA fibers on controlling and closing cracks, Composites Part B: Engineering,137 (2018) 140-152.
[7] H.M. Saleh, S.M. El-Sheikh, E.E. Elshereafy, A.K. Essa, Mechanical and physical characterization of cement reinforced by iron slag and titanate nanofibers to produce advanced containment for radioactive waste, Construction and Building Materials, 200 (2019) 135-145. https://doi.org/10.1016/j.conbuildmat.2018.12.100
[8] L. Brown, F. Sanchez, Influence of carbon nanofiber clustering in cement pastes exposed to sulfate attack, Construction and Building Materials, 166 (2018) 181-187. https://doi.org/10.1016/j.conbuildmat.2018.01.108
[9] G.Y. Li, P.M. Wang, X. Zhao, Mechanical behavior and microstructure of cement composites incorporating surface-treated multi-walled carbon nanotubes, Carbon, 43 (2005) 1239-1245. https://doi.org/10.1016/j.carbon.2004.12.017
[10] V.V. Rocha, P. Ludvig, A.C.C Trindade, F.dA. Silva, The influence of carbon nanotubes on the fracture energy, flexural and tensile behavior of cement based composites, Construction and Building Materials, 209 (2019) 1-8. https://doi.org/10.1016/j.conbuildmat.2019.03.003
[11] S. Iijima, Helical microtubules of graphitic carbon, Nature, 1991, 354, 56-58.DOI: 10.1038/354056a0.
[12] M.M.J Treacy, T.W. Ebbesen, J.M. Gibson, Exceptionally high Young's modulus observed for individual carbon nanotubes, Nature, 381 (1996) 678-680. https://doi.org/10.1038/381678a0
[13] D.A. Walters, L.M. Ericson, M.J. Casavant, J. Liu, D.T. Colbert, K.A. Smith, R.E. Smalley, Elastic strain of freely suspended single-wall carbon nanotube ropes, Applied Physics Letters, 74 (1999) 3803-3805. https://doi.org/10.1063/1.124185
[14] M.F. Yu, O. Lourie, M.J. Dyer, K. Moloni, T.F. Kelly, R.S. Ruoff, Strength and Breaking Mechanism of Multiwalled Carbon Nanotubes Under Tensile Load, Science, 287 (2000) 637-640. https://doi.org/10.1126/science.287.5453.637
[15] P.K. Naidu, N.V. Pulagara, R.S. Dondapati, Carbon Nanotubes in Engineering Applications: A Review, Progress in Nanotechnology and Nanomaterials, 3 (2014) 79-82. https://doi.org/10.5963/PNN0304003
[16] S. Jafari, Engineering Applications of Carbon Nanotubes, in Carbon Nanotube-Reinforced Polymers, RRafiee R, Editor. 2018, Elsevier. p. 25-40.
[17] T. Han, A. Nag, S.C. Mulkhopadhyay, Y. Xu, Carbon nanotubes and its gas-sensing applications: A review, Sensors and Actuators A: Physical, 291 (2019) 107-143. https://doi.org/10.1016/j.sna.2019.03.053
[18] M.O. Mohsen, R. Taha, A.A. Taqa, A. Shaat, Optimum carbon nanotubes’ content for improving flexural and compressive strength of cement paste, Construction and Building Materials, 150 (2017) 395-403. https://doi.org/10.1016/j.conbuildmat.2017.06.020
[19] E. Zussman, M. Burman, A.L. Yarin, R. Khalfin, Y. Cohen, Tensile Deformation of Electrospun Nylon-6,6 Nanofibers, Journal of Polymer Science, Part B, Polymer Physic, 44 (2006) 1482-1489. https://doi.org/10.1002/polb.20803
[20] A. Suzuki, Y. Chen, and T. Kunugi, Application of a continuous zone-drawing method to nylon 66 fibres, Polymer, 39 (1998) 5335-5341. https://doi.org/10.1016/S0032-3861(97)10233-6
[21] A. Arinstein, Electrospun Polymer Nanofibers, chapter 1. 2018, Pan Stanford Publishing Pte. Ltd.: USA. p. 1-4.
[22] J. Xue, J. Xie, W. Liu, Y. Xia, Electrospun Nanofibers: New Concepts, Materials, and Applications, Acc. Chem. Res., 50 (2017) 1976−1987. https://doi.org/10.1021/acs.accounts.7b00218
[23] S. Thenmozhi, N. Dharmaraj, K. Kadirvelu, H.Y. Kim, Electrospun nanofibers: New generation materials for advanced applications, Materials Science and Engineering B, 217 (2017) 36-48. https://doi.org/10.1016/j.mseb.2017.01.001
[24] T.N.M. Nguyen, J. Moon, J.J. Kim, Microstructure and mechanical properties of hardened cement paste including Nylon 66 nanofibers, Construction and Building Materials, 232 (2020). https://doi.org/10.1016/j.conbuildmat.2019.117134
[25] ASTM C150-18, Standard Specification for Portland Cement, ASTM International, West Conshohocken, PA, 2018, www.astm.org.
[26] ASTM C305-14, Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency, ASTM International, West Conshohocken, PA, 2014, www.astm.org.
[27] ASTM C307-03(2012), Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacings, ASTM International, West Conshohocken, PA, 2012, www.astm.org.
[28] ASTM C109/C109M-16a, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens), ASTM International, West Conshohocken, PA, 2016, www.astm.org.
[29] K. Saeed, S.Y. Park, S. Haider, J.B. Baek, In situ Polymerization of Multi-Walled Carbon Nanotube/Nylon-6 Nanocomposites and Their Electrospun Nanofibers, Nanoscale Research Letters, 4 (2009) 39-46. https://doi.org/10.1007/s11671-008-9199-0
[30] A. Baji, Y.W. Mai, S.C. Wong, M. Abtahi, X. Du, Mechanical behavior of self-assembled carbon nanotube reinforced nylon 6,6 fibers. Composites Science and Technology, 70 (2010) 1401-1409. https://doi.org/10.1016/j.compscitech.2010.04.020
[31] P.K. Mehta, P.J.M. Monteiro, Concrete: Microstructure, Properties, and Materials - Chapter 6. 2006, The McGraw-Hill Companies, Inc: United States of America. p. 203-252.
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24/12/2019
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25/01/2020
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30/01/2020
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Kiểu trích dẫn
Jung J., K., Tri N.M., N., Xuan Tung, N., & Ta Duy, H. (1580403600). Reinforcing cementitious material using single-walled carbon nanotube - nylon 66 nanofibers. Tạp Chí Khoa Học Giao Thông Vận Tải, 71(1), 46-55. https://doi.org/10.25073/tcsj.71.1.6
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