Technical Papers
Oct 26, 2016

Development of a Novel Integrated Strengthening and Sensing Methodology for Steel Structures Using CNT-Based Composites

Publication: Journal of Structural Engineering
Volume 143, Issue 4

Abstract

Strengthening of deteriorating structural members by fiber-reinforced polymers (FRPs) is an increasingly common and validated technique; however, concerns over means to evaluate the long-term durability of these retrofits exist. This paper explores a novel approach to overcome this concern through the use of a novel self-sensing composite material. Specifically, the objective of this paper is to provide a proof of concept for an integrated strengthening and sensing methodology for structural steel members achieved via infusing more-traditional composites with carbon nanotubes (CNTs). To assess the strengthening and sensing capabilities of the CNT-based composite, a set of unidirectional tensile tests were conducted. The experimental results show stiffness increases and strain reductions due to the application of the CNT-based sensing composites that were in close agreement with both analytical and finite-element models. The sensing aspect was also validated by a corresponding linear change in resistance of the CNT-based sensor with increasing load up to the point at which debonding of the adhesive layer occurred. The nanotube sensing layer is able to capture the strain in the member as well as the onset and extension of interfacial debonding.

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Acknowledgments

This study is part of a larger research project funded under the Federal Highway Administration’s Exploratory Advanced Research Program, Award No. DTFH61-13-H-00010. Dr. Eric Munley is the project manager and his support and feedback is greatly appreciated. We further thank Gary Wenczel, manager of the Infrastructure Laboratory at the University of Delaware, for his technical assistance. Finally, we thank Hongbo Dai, Ph.D. candidate, for his guidance in the processing and fabrication of CNT sensors and specimens.

References

ABAQUS version 6.11 [Computer software]. SIMULIA, Providence, RI.
Abot, J. L., et al. (2010). “Delamination detection with carbon nanotube thread in self-sensing composite materials.” Compos. Sci. Technol., 70(7), 1113–1119.
Albat, A. M., and Romilly, D. P. (1999). “A direct linear-elastic analysis of double symmetric bonded joints and reinforcements.” Compos. Sci. Technol., 59(7), 1127–1137.
Andrews, R., Jacques, D., Qian, D., and Rantell, T. (2002). “Multiwall carbon nanotubes: Synthesis and application.” Acc. Chem. Res., 35(12), 1008–1017.
ASTM. (2014a). “Standard test method for lap shear adhesion for fiber reinforced plastic (FRP) bonding.” ASTM D5868, West Conshohocken, PA.
ASTM. (2014b). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039, West Conshohocken, PA.
ASTM. (2014c). “Standard test methods and definitions for mechanical testing of steel products.” ASTM A370, West Conshohocken, PA.
Bocciarelli, M., Colombi, P., Fava, G., and Poggi, C. (2009). “Fatigue performance of tensile steel members strengthened with CFRP plates.” Compos. Struct., 87(4), 334–343.
Buyukozturk, O., Gunes, O., and Karaca, E. (2004). “Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites.” Constr. Build. Mater., 18(1), 9–19.
Colombi, P., and Fava, G. (2012). “Fatigue behaviour of tensile steel/CFRP joints.” Compos. Struct., 94(8), 2407–2417.
Colombi, P., and Poggi, C. (2006). “An experimental, analytical and numerical study of the static behavior of steel beams reinforced by pultruded CFRP strips.” Compos. Part B. Eng., 37(1), 64–73.
Dai, H., Hafner, J. H., Rinzler, A. G., Colbert, D. T., and Smalley, R. E. (1996). “Nanotubes as nanoprobes in scanning probe microscopy.” Nature, 384(6605), 147–150.
da Silva, L. F., Rodrigues, T., Figueiredo, M., De Moura, M., and Chousal, J. (2006). “Effect of adhesive type and thickness on the lap shear strength.” J. Adhesion, 82(11), 1091–1115.
Deng, J., and Lee, M. M. K. (2007). “Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate.” Compos. Struct., 78(2), 232–242.
Dexter, R. J., and Ocel, J. M. (2013). “Manual for repair and retrofit of fatigue cracks in steel bridges.”, Federal Highway Administration (FHWA), McLean, VA, 22101–2296.
Fardis, M. N., and Khalili, H. H. (1981). “Concrete encased in fiberglass-reinforced plastic.” ACI J. Proc., 78(6), 440–446.
Fardis, M. N., and Khalili, H. H. (1982). “FRP-encased concrete as a structural material.” Mag. Concr. Res., 34(121), 191–202.
FHWA (Federal Highway Administration). (2015). “National bridge inventory (NBI).” U.S. Dept. of Transportation, Washington, DC, ⟨http://www.fhwa.dot.gov/bridge/nbi.cfm⟩ (May 2015).
Goglio, L., and Rossetto, M. (2011). “Precision of the one-dimensional solutions for bonded double lap joints.” Int. J. Adhesives, 31(5), 301–314.
Haghani, R., and Al-Emrani, M. (2012). “A new design model for adhesive joints used to bond FRP laminates to steel beams. Part B: Experimental verification.” Constr. Build. Mater., 30, 686–694.
Hart-Smith, L. (1973). “Adhesive-bonded double-lap joints.”, Langley Research Center, Hampton, VA.
Hollaway, L. C., and Cadei, J. (2002). “Progress in the technique of upgrading metallic structures with advanced polymer composites.” Progress Struct. Eng. Mater., 4(2), 131–148.
Hollaway, L. C., and Teng, J. G. (2008). Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites, CRC Press, Boca Raton, FL.
Hu, N., et al. (2010). “Investigation on sensitivity of a polymer/carbon nanotube composite strain sensor.” Carbon, 48(3), 680–687.
Hu, N., Karube, Y., Yan, C., Masuda, Z., and Fukunaga, H. (2008). “Tunneling effect in a polymer/carbon nanotube nanocomposite strain sensor.” Acta Mater., 56(13), 2929–2936.
Iijima, S. (1991). “Helical microtubules of graphitic carbon.” Nature, 354(6348), 56–58.
Jones, S. C., and Civjan, S. A. (2003). “Application of fiber reinforced polymer overlays to extend steel fatigue life.” J. Compos. Constr., 331–338.
Kang, I., Schulz, M. J., Kim, J. H., Shanov, V., and Shi, D. (2006). “A carbon nanotube strain sensor for structural health monitoring.” Smart Mater. Struct., 15(3), 737–748.
Lim, A. S., Melrose, Z. R., Thostenson, E. T., and Chou, T.-W. (2011). “Damage sensing of adhesively-bonded hybrid composite/steel joints using carbon nanotubes.” Compos. Sci. Technol., 71(9), 1183–1189.
Liu, H., Al-Mahaidi, R., and Zhao, X.-L. (2009). “Experimental study of fatigue crack growth behaviour in adhesively reinforced steel structures.” Compos. Struct., 90(1), 12–20.
Miller, T. C., Chajes, M. J., Mertz, D. R., and Hastings, J. N. (2001). “Strengthening of a steel bridge girder using CFRP plates.” J. Bridge Eng., 514–522.
Mouritz, A., Gellert, E., Burchill, P., and Challis, K. (2001). “Review of advanced composite structures for naval ships and submarines.” Compos. Struct., 53(1), 21–42.
Myhre, S., and Beck, C. E. (1979). “Repair concepts for advanced composite structures.” J. Aircr., 16(10), 720–728.
Park, C., et al. (2006). “Aligned single-wall carbon nanotube polymer composites using an electric field.” J. Polym. Sci. Part B: Polym. Phys., 44(12), 1751–1762.
Schumacher, T., and Thostenson, E. T. (2014). “Development of structural carbon nanotube-based sensing composites for concrete structures.” J. Intell. Mater. Syst. Struct, 25(11), 1331–1339.
Sebastian, J., et al. (2014). “Health monitoring of structural composites with embedded carbon nanotube coated glass fiber sensors.” Carbon, 66, 191–200.
Sen, R., and Shahawy, M. (1994). “FRP research for highway applications in Florida.” Proc., 3rd Materials Engineering Conf., ASCE, New York, 280–286.
Stampfer, C., Jungen, A., Linderman, R., Obergfell, D., Roth, S., and Hierold, C. (2006). “Nano-electromechanical displacement sensing based on single-walled carbon nanotubes.” Nano Lett., 6(7), 1449–1453.
Tavakkolizadeh, M., and Saadatmanesh, H. (2003). “Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch.” J. Struct. Eng., 186–196.
Thostenson, E. T., and Chou, T.-W. (2006). “Carbon nanotube networks: Sensing of distributed strain and damage for life prediction and self healing.” Adv. Mater., 18(21), 2837–2841.
Thostenson, E. T., Li, C., and Chou, T.-W. (2005). “Nanocomposites in context.” Compos. Sci. Technol., 65(3), 491–516.
Watson, J. B., et al. (1979). Bolted field repair of composite structures, Defense Technical Information Center, Fort Belvoir, VA.
Ye, Q., Cassell, A. M., Liu, H., Chao, K., Han, J., and Meyyappan, M. (2004). “Large-scale fabrication of carbon nanotube probe tips for atomic force microscopy critical dimension imaging applications.” Nano Lett., 4(7), 1301–1308.
Zhang, W., Suhr, J., and Koratkar, N. (2006). “Carbon nanotube/polycarbonate composites as multifunctional strain sensors.” J. Nanosci. Nanotechnol., 6(4), 960–964.
Zhao, X.-L., and Zhang, L. (2007). “State-of-the-art review on FRP strengthened steel structures.” Eng. Struct., 29(8), 1808–1823.
Zhou, H., Attard, T. L., Wang, Y., Wang, J.-A., and Ren, F. (2013). “Rehabilitation of notch damaged steel beams using a carbon fiber reinforced hybrid polymeric-matrix composite.” Compos. Struct., 106(1), 690–702.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 4April 2017

History

Received: Dec 1, 2015
Accepted: Sep 12, 2016
Published online: Oct 26, 2016
Discussion open until: Mar 26, 2017
Published in print: Apr 1, 2017

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Authors

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Shafique Ahmed [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Delaware, 301 DuPont Hall, Newark, DE 19716. E-mail: [email protected]
Sagar Doshi [email protected]
Ph.D. Candidate, Dept. of Mechanical Engineering and Center for Composite Materials, Univ. of Delaware, 126 Spencer Lab, Newark, DE 19716. E-mail: [email protected]
Thomas Schumacher, M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Portland State Univ., 1930 SW 4th Ave., Portland, OR 97201 (corresponding author). E-mail: [email protected]
Erik T. Thostenson [email protected]
Associate Professor, Dept. of Mechanical Engineering and Center for Composite Materials, Univ. of Delaware, 126 Spencer Lab, Newark, DE 19716. E-mail: [email protected]
Jennifer McConnell, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, 301 DuPont Hall, Newark, DE 19716. E-mail: [email protected]

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