TECHNICAL PAPERS
Feb 4, 2011

Fluid Transport in Cracked Fabric-Reinforced-Cement-Based Composites

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 8

Abstract

Cracks in cementitious materials can substantially increase fluid penetration. Fiber reinforcement can reduce the crack width in cementitious materials, thereby reducing fluid transport. Substantial research has been performed to better understand how fabric reinforcement can be used to improve the mechanical behavior of cement-based composites. As a result, the use of fabric reinforcement is being increasingly used in these applications. Fabric reinforcement is being increasingly selected based on the mechanical properties the fabric provides, but unfortunately, the influence of fabric reinforcement on fluid transport is less frequently considered in the fabric selection process. This paper attempts to provide experimental measurements that indicate the importance of fabric properties on fluid transport. This paper describes a series of experiments in which fluid transport was measured using X-ray radiography in cracked cement paste samples that were reinforced with different commercially available fabrics made with monofilament and multifilament yarns that were both coated and uncoated. Results show that fabrics made of multifilament yarns without coating may be problematic from a durability point of view. However, when multifilament yarns are coated, the fabric behaves as a monofilament system. The transport behavior was observed to be highly dependent on the quality of the coating. This should be considered in addition to mechanical performance in assessing the type of fabrics that should be used for a specific application.

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Acknowledgments

The authors would like to thank the Textile and Civil Engineering Departments at the Technical University of Dresden Germany (Technische Universität Dresden) for providing the carbon fabrics for this work and their performances.

References

Barluenga, G., and Hernández-Olivares, F. (2007). “Cracking control of concretes modified with short AR-glass fibers at early age. Experimental results on standard concrete and SCC.” Cem. Concr. Res., 37(12), 1624–1638.
Bentur, A., and Mindess, S. (2006). Fiber reinforced cementitious composites, Taylor and Francis, London.
Bentz, D. P., Halleck, P., Grader, A., and Roberts, J. W. (2006). “Water movement during internal curing: Direct observation using X-ray microtomography.” Concr. Int., 28(10), 39–45.
Bentz, D. P., and Hansen, K. K. (2000). “Preliminary observations of water movement in cement pastes during curing using X-ray absorption.” Cem. Concr. Res., 30(7), 1157–1168.
Bentz, D. P., Hansen, K. K., Madsen, H. D., Vallee, F., and Griesel, E. J. (2001). “Drying/hydration in cements pastes during curing.” Mater. Struct., 34(9), 557–565.
Bouny, V. B., Mainguy, M., Lassabatere, T., and Coussy, O. (1999). “Characterization and identification of equilibrium and transfer moisture properties for ordinary and high-performance cementitious materials.” Cem. Concr. Res., 29(8), 1225–1238.
Lockington, D., Parlange, J. Y., and Dux, P. (1999). “Sorptivity and the estimation of water penetration into concrete.” Mater. Struct., 32(5), 342–347.
Krüger, M., Xu, S., Reinhardt, H., and Ožbolt, J. (2002). “Experimental and numerical studies on bond properties between high performance fine grain concrete and carbon textile using pull out tests.” Beiträge aus der befestigungstechnik und dem stahlbetonbau (festschrift zum 60 geburtstag von Prof. Dr. Ing. R. Eligehausen), Ibidem Verlag, Stuttgart (in German).
Kulkarni, R. S. (2004). “Characterization of carbon fibers: Coefficient of thermal expansion and microstructure.” M.Sc. thesis, Mechanical Engineering, Texas A&M Univ., College Station, TX.
Landis, E. N., Nagy, E. N., and Keane, D. T. (2003). “Microstructure and fracture in three dimensions.” Eng. Fract. Mech., 70(7-8), 911–925.
Lawler, J. S., Keane, D. T., and Shah, S. P. (2001). “Measuring three-dimensional damage in conrete under compression.” ACI Mater. J., 98(6), 465–475.
Lu, S., Landis, E., and Keane, D. (2003). “X-ray microtomographic studies of pore structure and permeability in cement paste.” Mater. Struct., 39, 611–620.
Majumdar, A. J., and Nurse, R. W. (1973). “Glass fiber reinforced cement.” Mater. Sci. Eng., 15, 107–127.
Nielsen, G. G. (2007). X-ray CT system—User’s manual, Groot Nielsen Aps, Denmark.
Paradis, F., and Weiss, W. J. (2007). “Using X-ray tomography to image cracks in cement pastes.” Int. Conf. on High-Performance Fiber-Reinforced Concrete Composites (HPFRCC), Univ. of Stuttgart, Stuttgart, Germany.
Peled, A., and Bentur, A. (2003). “Fabric structure and its reinforcing efficiency in textile reinforced cement composites.” Composites Part A, 34(2), 107–118.
Peled, A., and Mobasher, B. (2007). “Tensile behavior of fabric cement-based composites: Pultruded and cast.” J. Mater. Civ. Eng., 19(4), 340–348.
Peled, A., Sueki, S., and Mobasher, B. (2006). “Bonding in fabric-cement systems: Effects of fabrication methods.” Cem. Concr. Res., 36(9), 1661–1671.
Peled, A., Zaguri, E., and Marom, G. (2008). “Bonding characteristics of multifilament polymer yarns and cement matrices.” Composites Part A, 39(6), 930–939.
Pirgon, O., Wostenholm, G. H., and Yates, B. (1973). “Thermal expansion at elevated temperatures, IV. Carbon-fiber composites.” J. Phys. D, 6(3), 309–321.
Porter, D. L., ed. (2004). “Mechanical properties of metals and alloys.” Smithells metals reference book, Elsevier, New York.
Pour-Ghaz, M., Rajabipour, F., Couch, J., and Weiss, J. W. (2009). “Numerical and experimental assessment of unsaturated fluid transport in saw-cut (notched) concrete elements.” ACI special publication, Vol. 266, 73–86.
Poursaee, A., Peled, A., and Weiss, W. J. (2010). “Cracking and fluid transport in coated and non-coated carbon fabrics in fabric reinforced cement-based composites.” Proc., RILEM Int. Conf. on Textile Reinforced Concrete, RILEM, Aachen, Germany.
Rogasik, H., Crawford, H. W., Wendroth, O., Young, I. M., Joschkon, M., and Ritz, K. (1999). “Discrimination of soil phases by dual energy X-ray tomography.” Soil Sci. Soc. Am. J., 63(4), 741–751.
Technical Committee (TC) 201-TRC (2006). Textile reinforced concrete—State-of-the-art report, W. Brameshuber, ed., RILEM, Bagneux, France.
Zhao, J., Li, K., Li, H., Wang, C., and Zhai, Y. (2006). “The thermal expansion of carbon/carbon composites from room temperature to 1400°C.” J. Mater. Sci., 41(24), 8356–8358.

Information & Authors

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 8August 2011
Pages: 1227 - 1238

History

Received: Aug 30, 2010
Accepted: Feb 3, 2011
Published online: Feb 4, 2011
Published in print: Aug 1, 2011

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Authors

Affiliations

Amir Pourasee [email protected]
Civil Engineering Dept., Clemson Univ., Clemson, SC 29634 (corresponding author). E-mail: [email protected]
Alva Peled
Structural Engineering Dept., Ben Gurion Univ., Beer Sheva 84105, Israel.
Jason Weiss, M.ASCE
School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

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