Composite Deck Having Transverse Stiffeners Bonded with a Cementitious Adhesive Subjected to Moving-Wheel Fatigue
Publication: Journal of Bridge Engineering
Volume 18, Issue 9
Abstract
This paper presents the behavior of a new composite deck system for twin-girder bridges subjected to moving-wheel fatigue load. The one-half scale system consists of a RC slab with transverse rib stiffeners welded to steel deck plates, which can eliminate the need for posttensioning frequently required for twin-girder bridges. A carbon-fiber-blended cementitious adhesive is used to improve the bond between the concrete slab and the steel deck. The response of the deck system shows a rapid increase in deflection within early fatigue cycles, followed by gradual development when the cycle and loads increase. Energy dissipation of the slab and the level of elastic recovery are discussed. A damage index based on the two-term Weibull function is employed to quantify the degree of fatigue damage. The Weibull damage model reasonably agrees with the simple Palmgren-Miner rule from a practical point of view and supports the adequacy of the proposed system in fatigue configurations. A postfatigue test is conducted to examine the residual capacity of the deck system with emphasis on bond performance of the cementitious adhesive. Bond failure between the concrete and steel deck is not observed, thereby corroborating the effectiveness of such an adhesive on improving the composite behavior of the system.
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Acknowledgments
The research has been partially supported by Chugoku Kensetsu Kosaikai in Japan. The authors wish to gratefully acknowledge the support of Dr. Watada (Ube Machinery Co., Ltd.), Mr. Ikushima (Maeda Sangyo Co., Ltd.), and Mr. Fujimoto (Yamaguchi University).
References
Arenas, J. M., Narbon, J. J., and Alia, C. (2010). “Optimum adhesive thickness in structural adhesives joints using statistical techniques based on Weibull distribution.” Int. J. Adhes. Adhes., 30(3), 160–165.
Claybaugh, B. G., Earls, C. J., and Ahmadi, A. K. (2004). “Fatigue and strength performance of concrete-filled steel-grid bridge deck.” J. Bridge Eng., 9(5), 435–443.
Egilmez, O. O., Helwig, T.A., and Herman, R. (2012). “Buckling behavior of steel bridge I-girders braced by permanent metal deck forms.” J. Bridge Eng., 17(4), 624–633.
Fok, S. L., Mitchell, B. C., Smart, J., and Marsden, B. J. (2001). “A numerical study on the application of the Weibull theory to brittle materials.” Eng. Fract. Mech., 68(10), 1171–1179.
Gara, F., Ranzi, G., and Leoni, G. (2011). “Simplified method of analysis for shear-lag effects in composite bridge decks.” J. Constr. Steel Res., 67(10), 1684–1697.
Gussenhoven, R. and Brena, S. F. (2005). “Fatigue behavior of reinforced concrete beams strengthened with different FRP laminate configurations.” Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures (SP-230), American Concrete Institute, Detroit, 613–630.
Higgins, C., and Mitchell, H. (2001). “Behavior of composite bridge decks with alternative shear connectors.” J. Bridge Eng., 6(1), 17–22.
Japan Bridge Association. (2007). 〈http://www.jasbc.or.jp/faq/faq_pdf/05.pdf〉 (in Japanese).
Japanese Industrial Standards. (2010). JIS A 6909, Japan Standard Association, Tokyo.
Kaido, H., and Matsui, S. (2009). “Estimation of punching shear fatigue strength for steel plate-concrete composite decks.” Steel Construction, 2(3), 181–187.
Kim, H., and Shim, C. (2009). “Experimental investigation of double composite twin-girder railway bridges.” J. Constr. Steel Res., 65(6), 1355–1365.
Kim, Y. J., and Heffernan, P. J. (2008). “Fatigue behavior of externally strengthened concrete beams with fiber-reinforced polymers: State of the art.” J. Compos. Constr., 12(3), 246–256.
Kulak, G. L., Adams, P. F., and Gilmor, M. I. (1990). Limit states design in structural steel, Canadian Institute of Steel Construction, Markham, Canada.
Marshe, S., and Green, M. F. (1999). “Punching behavior of composite bridge decks transversely prestressed with carbon fibre reinforced polymer tendons.” Can. J. Civ. Eng., 26(5), 618–630.
Mighty-kagaku. (2011). “Manufacturer’s data sheet.” 〈http://www.mighty-kagaku.jp/images/contact/MightyCFpanf.pdf〉 (Jul. 11, 2011) (in Japanese).
Poston, R. W., Phipps, A. R., Almustafa, R. A., Breen, J. E., and Carrasquillo, R. L. (1988). “Effects of transverse prestressing in bridge decks.” J. Struct. Eng., 114(4), 743–764.
Quattlebaum, J. B., Harries, K. A., and Petrou, M. F. (2004). “Comparison of three CFRP flexural retrofit systems under monotonic and fatigue loads.” Proc., 4th Int. Conf. of Advanced Composite Materials in Bridges and Structures, Canadian Society for Civil Engineering, Montreal.
Yokoyama, K., Satoh, K., and Hino, S. (2007). “Experimental study on fatigue durability and strengthening effect of bottom thickness increasing method for RC slabs.” J. Civil Eng., 63(4), 768–779.
Yoshitake, I., Kim, Y. J., Yumikura, K., and Hamada, S. (2010). “Moving-wheel fatigue for bridge decks strengthened with CFRP strips subject to negative bending.” J. Compos. Constr., 14(6), 784–790.
Yoshitake, I., Ogawa, A., Kim, Y. J., and Mimura, Y. (2012). “Development of a new composite slab system using a carbon-fiber-blended cementitious adhesive.” J. Struct. Eng., 138(11), 1321–1330.
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© 2013 American Society of Civil Engineers.
History
Received: May 29, 2012
Accepted: Aug 31, 2012
Published online: Sep 3, 2012
Published in print: Sep 1, 2013
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