PERTANIKA JOURNAL OF TROPICAL AGRICULTURAL SCIENCE

 

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Compression and Flexural Behavior of ECC Containing PVA Fiber

Lee Siong Wee, Mohd Raizamzamani Md Zain, Oh Chai Lian, Nadiah Saari and Norrul Azmi Yahya

Pertanika Journal of Tropical Agricultural Science, Volume 30, Issue 1, January 2022

DOI: https://doi.org/10.47836/pjst.30.1.15

Keywords: Compressive strength, cracking, ductility, engineered cementitious composites (ECC), flexural strength, ground granulated blast-furnace slag (GGBS), polyvinyl alcohol (PVA) fiber

Published on: 10 January 2022

Research on Engineered Cementitious Composites (ECC) is overwhelming owing to its wide structural applications that can serve multi-functional purposes in civil and nvironmental infrastructures. Compared to other high-performance fiber reinforced concrete, ECC yields superior tensile ductility and multiple cracking behaviors when subjected to tensile loadings even with low to moderate volume of fibers. This paper presents the flexural properties of ECC made of cement, an industrial by-product, such as ground granulated blast-furnace slags (GGBS), local silica sand, polyvinyl alcohol (PVA) fiber, water, and superplasticizer (SP). Two series of ECC mixtures (ECC-G50 series and ECC-G60 series) and one control mixture were designed. The effect of two different fiber contents in volume fraction was investigated for the two series of ECC mixtures. The compression and flexural tests were conducted on ECC and control specimens after 28 days of curing. A compression test revealed that almost all ECC mixtures improved compressive strength between 20% to 30% compared to the control specimens. In addition, all ECC plate specimens demonstrated excellent strain-hardening states (i.e., displacement capacity at least ten times greater than the control specimens) and multiple fine-cracks failure modes after the three-point bending test. The increase in fiber content slightly reduced the compressive strength but enhanced the flexural behavior of the ECC-G50 series. However, this observation is not discovered in the ECC-G60 series. Outcomes of this research assist material scientists on the content of PVA fiber and GGBS used in making ECC.

  • Adesina, A., & Das, S. (2021). Evaluation of the durability properties of engineered cementitious composites incorporating recycled concrete as aggregate. Journal of Materials in Civil Engineering, 33(2), Article 04020439. https://doi.org/10.1061/(asce)mt.1943-5533.0003563

  • Huang, T., & Zhang, Y. X. (2014). Mechanical properties of a PVA fiber reinforced engineered cementitious composite. Proceedings of International Structural Engineering and Construction, 1(1), 439-444. https://doi.org/10.14455/isec.res.2014.40

  • Kewalramani, M. A., Mohamed, O. A., & Syed, Z. I. (2017). Engineered cementitious composites for modern civil engineering structures in hot arid coastal climatic conditions. Procedia Engineering, 180, 767-774. https://doi.org/10.1016/j.proeng.2017.04.237

  • Lee, S. W., Kang, S. B., Tan, K. H., & Yang, E. H. (2016). Experimental and analytical investigation on bond-slip behaviour of deformed bars embedded in engineered cementitious composites. Construction and Building Materials, 127, 494-503. https://doi.org/10.1016/j.conbuildmat.2016.10.036

  • Lee, S. W., Tan, K. H., & Yang, E. H. (2018a). Seismic behaviour of interior reinforced-concrete beam–column sub-assemblages with engineered cementitious composites. Magazine of Concrete Research, 70(24), 1280-1296. https://doi.org/10.1680/jmacr.17.00359

  • Lee, S. W., Oh, C. L., & Zain, M. R. M. (2018b). Evaluation of the design mix proportion on mechanical properties of engineered cementitious composites. In A. M. Korsunsky, C. Makabe & E. Wang (Eds.), Key Engineering Materials (Vol. 775, pp. 589-595). Trans Tech Publications Ltd. https://doi.org/10.4028/www.scientific.net/kem.775.589

  • Lee, S. W., Oh, C. L., & Zain, M. R. M. (2019a). Mechanical properties of engineered cementitious composites using local ingredients. Journal of Mechanical Engineering (JMechE), 16(2), 145-157.

  • Lee, S. W., Oh, C. L., Zain, M. R. M., Yahya, N. A., & Rahman, A. A. (2019b). Mechanical performances of green engineered cementitious composites incorporating various types of sand. In A. M. Korsunsky (Ed.), Key Engineering Materials (Vol. 821, pp. 512-517). Trans Tech Publications Ltd. https://doi.org/10.4028/www.scientific.net/kem.821.512

  • Li, J., & Yang, E. H. (2017). Macroscopic and microstructural properties of engineered cementitious composites incorporating recycled concrete fines. Cement and Concrete Composites, 78, 33-42. https://doi.org/10.1016/j.cemconcomp.2016.12.013

  • Li, V. C., Horikoshi, T., Ogawa, A., Torigoe, S., & Saito, T. (2004). Micromechanics-based durability study of polyvinyl alcohol-engineered cementitious composite. ACI Materials Journal, 101(3), 242-248. https://doi.org/10.14359/13120

  • Li, V. C., Wang, S., & Wu, C. (2001). Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC). ACI Materials Journal-American Concrete Institute, 98(6), 483-492. https://doi.org/10.14359/10851

  • Liu, H., Zhang, Q., Li, V., Su, H., & Gu, C. (2017). Durability study on engineered cementitious composites (ECC) under sulfate and chloride environment. Construction and Building Materials, 133, 171-181. https://doi.org/10.1016/j.conbuildmat.2016.12.074

  • Liu, Y., Zhou, X., Lv, C., Yang, Y., & Liu, T. (2018). Use of silica fume and GGBS to improve frost resistance of ECC with high-volume fly ash. Advances in Civil Engineering, 2018, 1-11. https://doi.org/10.1155/2018/7987589

  • Meng, D., Huang, T., Zhang, Y. X., & Lee, C. K. (2017). Mechanical behaviour of a polyvinyl alcohol fibre reinforced engineered cementitious composite (PVA-ECC) using local ingredients. Construction and Building Materials, 141, 259-270. https://doi.org/10.1016/j.conbuildmat.2017.02.158

  • Nemecek, J., Kabele, P., Kopecký, L., & Bittnar, Z. (2006). Micromechanical properties of calcium leached engineered cementitious composites. In G. Fischer & V. C. Li (Eds.), International RILEM Workshop on High Performance Fiber Reinforced Cementitious Composites in Structural Applications (Vol. 49, pp. 205-211). RILEM Publications SARL.

  • Pakravan, H. R., Jamshidi, M., & Latifi, M. (2018). The effect of hydrophilic (polyvinyl alcohol) fiber content on the flexural behavior of engineered cementitious composites (ECC). The Journal of The Textile Institute, 109(1), 79-84. https://doi.org/10.1080/00405000.2017.1329132

  • Parra-Montesinos, G. J., Peterfreund, S. W., & Shih-Ho, C. (2005). Highly damage-tolerant beam-column joints through use of high-performance fiber-reinforced cement composites. ACI Structural Journal, 102(3), 487-495. https://doi.org/10.14359/14421

  • Qudah, S., & Maalej, M. (2014). Application of engineered cementitious composites (ECC) in interior beam–column connections for enhanced seismic resistance. Engineering Structures, 69, 235-245. https://doi.org/10.1016/j.engstruct.2014.03.026

  • Şahmaran, M., & Li, V. C. (2007). De-icing salt scaling resistance of mechanically loaded engineered cementitious composites. Cement and Concrete Research, 37(7), 1035-1046. https://doi.org/10.1016/j.cemconres.2007.04.001

  • Şahmaran, M., & Li, V. C. (2008). Durability of mechanically loaded engineered cementitious composites under highly alkaline environments. Cement and Concrete Composites, 30(2), 72-81. https://doi.org/10.1016/j.cemconcomp.2007.09.004

  • Sahmaran, M., Lachemi, M., Hossain, K. M., Ranade, R., & Li, V. C. (2009). Influence of aggregate type and size on ductility and mechanical properties of engineered cementitious composites. ACI Materials Journal, 106(3), 308-316. https://doi.org/10.14359/56556

  • Said, S. H., & Razak, H. A. (2016). Structural behavior of RC engineered cementitious composite (ECC) exterior beam–column joints under reversed cyclic loading. Construction and Building Materials, 107, 226-234. https://doi.org/10.1016/j.conbuildmat.2016.01.001

  • Suthiwarapirak, P., Matsumoto, T., & Kanda, T. (2002). Flexural fatigue failure characteristics of an engineered cementitious composite and polymer cement mortars. Doboku Gakkai Ronbunshu, 2002(718), 121-134. https://doi.org/10.2208/jscej.2002.718_121

  • Wang, S., & Li, V. C. (2006). High-early-strength engineered cementitious composites. ACI Materials Journal, 103(2), 97-105. https://doi.org/10.14359/15260

  • Yang, E. H., & Li, V. C. (2014). Strain-rate effects on the tensile behavior of strain-hardening cementitious composites. Construction and Building Materials, 52, 96-104. https://doi.org/10.1016/j.conbuildmat.2013.11.013

  • Yang, E. H., Yang, Y., & Li, V. C. (2007). Use of high volumes of fly ash to improve ECC mechanical properties and material greenness. ACI Materials Journal, 104(6), 620-628. https://doi.org/10.14359/18966

  • Zhang, R., Matsumoto, K., Hirata, T., Ishizeki, Y., & Niwa, J. (2015). Application of PP-ECC in beam–column joint connections of rigid-framed railway bridges to reduce transverse reinforcements. Engineering Structures, 86, 146-156. https://doi.org/10.1016/j.engstruct.2015.01.005

  • Zhang, R., Matsumoto, K., Hirata, T., Ishizeki, Y., & Niwa, J. (2014). Shear behavior of polypropylene fiber reinforced ECC beams with varying shear reinforcement ratios. Journal of JSCE, 2(1), 39-53. https://doi.org/10.2208/journalofjsce.2.1_39

  • Zhu, H., Zhang, D., Wang, T., Wu, H., & Li, V. C. (2020). Mechanical and self-healing behavior of low carbon engineered cementitious composites reinforced with PP-fibers. Construction and Building Materials, 259, Article 119805. https://doi.org/10.1016/j.conbuildmat.2020.119805

ISSN 1511-3701

e-ISSN 2231-8542

Article ID

JST-2832-2021

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