Influence of Cyclic Frost Deterioration on Water Sorptivity of Microcracked Cementitious Composites
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 4
Abstract
Engineered cementitious composites (ECCs) are relatively new construction materials characterized by strain-hardening behavior under excessive tensile loading. Unlike conventional concrete materials, which generally show failure after first tensile cracking, ECCs strain-harden upon excessive loading by creating multiple closely-spaced microcracks. Given the fact that crack widths in ECCs are at micron levels, water movement into these cracks through capillary suction requires further attention, especially under frost action. This paper therefore explores the effectiveness of frost action on water movement into microcracked ECCs. The experimental study covered the sorptivity measurements of ECC mixtures produced with mineral admixtures with different chemical compositions after exposure to cyclic freezing and thawing (), in accordance with ASTM C 666, Procedure A. Air-void characteristics of ECCs were also compared. Experimental findings showed that air-void parameters are not the sole influential parameters on the durability of microcracked ECCs under frost deterioration. Instead of being negatively influenced by the severe conditioning under frost action until the end of cycles, sorptivity measurements of ECCs went down owing to self-healing in microcracks, depending on mixture composition. However, after cycles, deterioration surpassed the self-healing effect and increased sorptivity measurements.
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Acknowledgments
The authors gratefully acknowledge the financial assistance of the Scientific and Technical Research Council (TUBITAK) of Turkey provided under Project: MAG-112M876 and the Turkish Academy of Sciences, Young Scientist Award program.
References
ACI (American Concrete International). (1981). “Proposed revision of ACI 345-74: Standard practice for concrete highway bridge deck construction.”, Farmington Hills, MI, 3, 19–53.
Cai, H., and Liu, X. (1998). “Freeze-thaw durability of concrete: Ice formation process in pores.” Cem. Concr. Res., 28(9), 1281–1287.
Chindaprasirt, P., Jaturapitakkul, C., and Sinsiri, T. (2005). “Effect of fly ash fineness on compressive strength and pore size of blended cement paste.” Cem. Concr. Compos., 27(4), 425–428.
Cohen, M. D., Zhou, Y., and Dolch, W. L. (1992). “Non-air-entrained high-strength concrete—Is it frost resistant?” ACI Mater. J., 89(4), 406–415.
Hooton, R. D. (1987). “Some aspects of durability with condensed fume in paste, mortars, and concretes.” Int. Workshop on Silica Fume in Concrete, Canada Centre for Mineral and Energy Technology (CANMET), Ottawa, 30.
Jacobsen, S., Gran, H. C., Sellevold, E. J., and Bakke, J. A. (1995). “High strength concrete—Freeze/thaw testing and cracking.” Cem. Concr. Res., 25(8), 1775–1780.
Li, V. C., et al. (2003). “Field demonstration of durable link slabs for jointless bridge decks based on strain-hardening cementitious composites.”, Lansing, MI.
Li, V. C. (2003). “On engineered cementitious composites (ECC): A review of the material and its applications.” Adv. Concr. Technol., 1(3), 215–230.
Li, V. C. (2012). “Tailoring ECC for special attributes: A review.” Int. J. Concr. Struct. Mater., 6(3), 135–144.
Li, V. C., Wu, C., Wang, S., Ogawa, A., and Saito, T. (2002). “Interface tailoring for strain-hardening polyvinyl alcohol-engineered cementitious composites (PVA-ECC).” ACI Mater. J., 99(5), 463–472.
Marzouk, H., and Jiang, K. (1995). “Effects of freezing and thawing on the tension properties of high-strength concrete.” ACI Mater. J., 91(6), 577–586.
Mohammed, T. U., Yamaji, T., and Hamada, H. (2002). “Microstructures and interfaces in concrete after 15 years of exposure in tidal environment.” ACI Mater. J., 99(4), 352–360.
Oh, B. H., Cha, S. W., Jang, B. S., and Jang, S. Y. (2002). “Development of high-performance concrete having high resistance to chloride penetration.” Nucl. Eng. Des., 212(1), 221–231.
Ozbay, E., Sahmaran, M., Lachemi, M., and Yucel, H. E. (2013). “Effect of microcracking on frost durability of high-volume-fly-ash-and slag-incorporated engineered cementitious composites.” ACI Mater. J., 110(3), 259–267.
Powers, T. C. (1964). “Topics in concrete technology. 3: Mixtures containing intentionally entrained air.” J. PCA Dev. Lab., 6(3), 19–42.
Powers, T. C. (1965). “Topics in concrete technology. 3: Characteristics of air-void systems.” J. PCA Dev. Lab., 7(1), 23–41.
Qian, S., Zhou, J., de Rooij, M. R., Schlangen, E., Ye, G., and van Breugel, K. (2009). “Self-healing behavior of strain hardening cementitious composites incorporating local waste materials.” Cem. Concr. Compos., 31(9), 613–621.
Sahmaran, M., Lachemi, M., and Li, V. C. (2009). “Assessing the durability of engineered cementitious composites under freezing and thawing cycles.” ASTM Int., 6(7), 1–13.
Sahmaran, M., and Li, V. C. (2009). “Durability properties of micro-cracked ECC containing high volumes of fly ash.” Cem. Concr. Res., 39(11), 1033–1043.
Sahmaran, M., Yildirim, G., and Erdem, T. K. (2013). “Self-healing capability of cementitious composites incorporating different supplementary cementitious materials.” Cem. Concr. Compos., 35(1), 89–101.
Tsivilis, S., Tsantilas, J., Kakali, G., Chaniotakis, E., and Sakellariou, A. (2003). “The permeability of portland limestone cement concrete.” Cem. Concr. Res., 33(9), 1465–1471.
Wang, S., and Li, V. C. (2007). “Engineered cementitious composites with high-volume fly ash.” ACI Mater. J., 104(3), 233–241.
Yamato, T., Emoto, Y., and Soeda, M. (1986). “Strength and freezing-and-thawing resistance of concrete incorporating condensed silica fume.” ACI Special Publication, Farmington Hills, MI, 91, 1095–1117.
Yang, E. H., Sahmaran, M., Yingzi, Y., and Li, V. C. (2009). “Rheological control in production of engineered cementitious composites.” ACI Mater. J., 106(4), 357–366.
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© 2015 American Society of Civil Engineers.
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Received: Jan 21, 2015
Accepted: Jun 23, 2015
Published online: Sep 30, 2015
Discussion open until: Feb 29, 2016
Published in print: Apr 1, 2016
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