Restraining Steel Brace Buckling Using a Carbon Fiber-Reinforced Polymer Composite System: Experiments and Computational Simulation
Publication: Journal of Composites for Construction
Volume 12, Issue 5
Abstract
This paper presents an experimental and computational study of the buckling behavior of steel members strengthened with carbon fiber-reinforced polymer (CFRP) wraps. In the proposed strengthening system, steel members are first sandwiched within a core comprised of mortar or PVC blocks and then the entire system is wrapped with CFRP sheets. A matrix of specimens is tested under monotonic compression to investigate the parameters that influence system response. Test results show that the proposed strengthening method can provide enough lateral support to a steel bar member to allow it to reach yield in compression and to continue deforming inelastically beyond. Key failure modes are identified in the test program. Important parameters that influence behavior are also pinpointed and studied in more detail through a computational simulation model that is validated using the test data. Parameters identified as influential in the experimental and computational studies include: number of CFRP layers, core thickness, bond between CFRP layers and the core, bond between the core and the inner steel member, and strength of transverse sheets at the member ends.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The research presented in this paper was supported in part by the Department of Civil and Environmental Engineering at the University of Michigan and the Michigan Department of Transportation. Carbon fiber polymer sheets and epoxy were provided by Degussa, Inc. Any opinions, findings, conclusions, and recommendations expressed in this paper are those of the writers alone and do not necessarily reflect the views of the sponsoring agencies.
References
Accord, N. B., and Earls, C. J. (2006). “Use of fiber reinforced polymer composite elements to enhance structural steel member ductility.” J. Compos. Constr., 10(4), 337–344.
Al-Saidy, A. H., Klaiber, F. W., and Wipf, T. J. (2004). “Repair of steel composite beams with carbon fiber-reinforced polymer plates.” J. Compos. Constr., 8(2), 163–171.
American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02, ACI, Farmington Hills, Mich.
Colombi, P., and Poggi, C. (2006a). “An experimental, analytical and numerical study of the static behavior of steel beams reinforced by pultruded CFRP strips.” Composites, Part B, 37, 64–73.
Colombi, P., and Poggi, C. (2006b). “Strengthening of tensile steel members and bolted joints using adhesively bonded CFRP plates.” Constr. Build. Mater., 20, 22–33.
Deng, J., Lee, M. M. K., and Moy, S. S. J. (2004). “Stress analysis of steel beams reinforced with a bonded CFRP plate.” Compos. Struct., 65, 205–215.
Ekiz, E. (2007). “Improving steel behavior using carbon fiber reinforced polymer wrapping.” Ph.D. thesis, CEE Dept. Univ. of Michigan, Ann Arbor, Mich.
Ekiz, E., El-Tawil, S., Parra-Montesinos, G., and Goel, S. (2004). “Enhancing plastic hinge behavior in steel flexural members using CFRP wraps.” Proc., 13th World Conf. on Earthquake Engineering.
Féderation International du Béton (fib). (2001). “Bulletin 14—Externally bonded FRP reinforcement for RC structures.” Task Group 9.3, fib, Lausanne, Switzerland.
Hallquist, J. (2005). “LS-DYNA.” Livermore Software Technology Corp., Livermore, Calif.
ISIS Canada. (2001). “Strengthening reinforced concrete structures with externally bonded fibre reinforced polymers.” Canadian Network of Centers of Excellence on Intelligent Sensing for Innovative Structures, Winnipeg Manitoba, Canada.
Japanese Society of Civil Engineers (JSCE). (2001). “Recommendations for the upgrading of concrete structures with use of continuous fiber sheets.” Concrete Engineering Series 41, Tokyo (available in English on CD-ROM).
Jiao, H., and Zhao, X. L. (2004). “CFRP strengthened butt-welded very high strength (VHS) circular steel tubes.” Thin-Walled Struct., 42, 963–978.
Jones, S. C., and Civjan, S. A. (2003). “Application of fiber reinforced polymer overlays to extend steel fatigue life.” J. Compos. Constr., 7(4), 331–338.
Lenwari, A., Thepchatri, T., and Albrecht, P. (2005). “Flexural response of steel beams strengthened with partial-length CFRP plates.” J. Compos. Constr., 9(4), 296–303.
Lenwari, A., Thepchatri, T., and Albrecht, P. (2006). “Debonding strength of steel beams strengthened with CFRP plates.” J. Compos. Constr., 10(1), 69–78.
Liu, H. B., Zhao, X. L., and Al-Mahaidi, R. (2006). “Fatigue crack growth simulation for CFRP bonded steel plates using boundary element method.” Proc., 3rd Int. Conf. on FRP Composites in Civil Engineering (CICE 2006), Miami, 451–456.
Mertz, D., and Gillespie, J. (1996). “Rehabilitation of steel bridge girders through the application of advanced composite material.” NCHRP 93-ID11, Transportation Research Board, Washington, D.C., 1–20.
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., 6(6), 514–522.
Mosallam, A. S., Chakrabarti, P. R., and Spencer, E. (1998). “Experimental investigation on the use of advanced composites and high-strength adhesives in repair of steel structures.” Proc., 43rd Int. SAMPE Symp., Vol. 2, 1826–1837.
Nozaka, K., Shield, C. K., and Hajjar, J. F. (2005a). “Design of a test specimen to assess the effective bond length of carbon fiber-reinforced polymer strips bonded to fatigued steel bridge girders.” J. Compos. Constr., 9(4), 304–312.
Nozaka, K., Shield, C. K., and Hajjar, J. F. (2005b). “Effective bond length of carbon-fiber reinforced polymer strips bonded to fatigued steel bridge I-girders.” J. Bridge Eng., 10(2), 195–205.
Patnaik, A. K., and Bauer, C. L. (2004). “Strengthening of steel beams with carbon FRP laminates.” Proc., 4th Int. Conf. on Advanced Composite Materials in Bridges and Structures.
Phares, B., Wipf, T., Klabier, F. W., Abu-Hawash, A., and Lee, Y. (2003). “Strengthening of steel girder bridges using CFRP.” Proc., 2003 Mid-Continent Transportation Research Symp.
Photiou, N. K., Hollaway, L. C., and Chryssanthopoulos, M. K. (2006). “Strengthening of an artificially degraded steel beam utilizing a carbon/glass composite system.” Constr. Build. Mater., 20, 11–21.
Sayed-Ahmed, E. Y. (2004). “Strengthening of thin-walled steel I-section beams using CFRP strips.” Proc., 4th Int. Conf. on Advanced Composite Materials in Bridges and Structures.
Sen, R., and Liby, L. (1994). “Repair of steel composite bridge sections using carbon fiber reinforced plastic laminates.” FDOT-510616, Florida Dept. of Transportation, Tallahassee, Fla.
Shaat, A., and Fam, A. (2004). “Strengthening of short HSS steel columns using FRP sheets.” Proc., 4th Int. Conf. on Advanced Composite Materials in Bridges and Structures.
Tavakkolizadeh, M., and Saadatmanesh, H. (2003a). “Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch.” J. Struct. Eng., 129(2), 186–196.
Tavakkolizadeh, M., and Saadetmanesh, H. (2003b). “Strengthening of steel-concrete composite girders using carbon fiber reinforced polymer sheets.” J. Struct. Eng., 129(1), 30–40.
Information & Authors
Information
Published In
Copyright
© 2008 ASCE.
History
Received: Feb 15, 2007
Accepted: Nov 20, 2007
Published online: Oct 1, 2008
Published in print: Oct 2008
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.