Abstract
An experimental program was designed to investigate the structural behavior of retrofitted notch damaged box steel beams using Fiber - Reinforced Polymer (FRP) under flexure up to failure. The experimental program included twelve box steel specimens; one intact specimen, one notched specimen and ten notches damaged specimen and repaired with FRP sheets. All the tested beams have 1000 mm length. The notches specimens were notched at the tension flanges at 400 mm distance from the beam edge to simulate a localized and non-uniformly distributed deterioration along the beam length. The beams were repaired by bonding the FRP to the tension flange only, and the sheets were wrapped to cover a part of the two webs for the two beam halves or for the half of the beam that includes the notch with different heights. All the tested beams were simulated using a Finite Element (FE) program, and the FE model gives good results in comparison with the test results. The presented results indicate that wrapping CFRP sheet around the two webs for the half of the beam that includes the notch only gives an acceptable structural performance in comparing with wrapping CFRP sheet around the two webs for two halves of the beam and in this beam, the difference in the deflections of the two halves of the beam at the ultimate load does not increase than 3.2%.
Similar content being viewed by others
References
Al-Saidy, A. H., Klaiber, F. W., and Wipf, T. J. (2004). “Repair of steel composite beams with carbon Fiber-Reinforced polymer plates.” Journal of Composites for Construction, ASCE, Vol. 2, No. 2, pp. 163–172, DOI: 10.1061/(ASCE)1090-0268(2004)8:2(163).
ANSYS (2009). ANSYS Help. Release 12.0, Copyright.
Ascione, L. and Berardi, V. P. (2011). “Anchorage device for FRP laminates in the strengthening of concrete structures close to beam-column joints.” Composites Part B: Engineering, Vol. 42, Issue 7, pp. 1840–1850, DOI: 10.1016/j.compositesb.2011.06.014.
Ascione, L., Berardi, V. P., and Mancusi, G., (2005). “A numerical evaluation of the interlaminar stress state in externally FRP plated RC beams.” Composites Part B: Engineering, Vol. 36, Issue 1, pp. 83–90, DOI: 10.1016/S1359-8368(03)00018-0.
Buyukozturk, O. and Hearing, B. (1998). “Failure behavior of precracked concrete beams retrofitted with FRP.” Journal of Composites for Construction (ASCE), Vol. 3, No. 2, pp. 138–144, DOI: 10.1061/(ASCE)1090-0268(1998)2:3(138).
El-taly, B. (2016). “Structural performance of notch damaged steel beams repaired with composite materials.” International Journal of Advanced Structural Engineering (IJAS), Vol. 8, No. 2, pp. 119–131, DOI: 10.1007/s40091-016-0112-2.
Gillespie, J. W., Mertz, D. R., Edberg, W. M., Ammar, N., Kasai, K., and Hodgson, I. C. (1996). “Rehabilitation of steel bridge girders through application of composite materials.” 28th International SAMPE Technical Conference, November 4–7, pp. 1249–1257.
Gu, X., Peng, B., Chen, G., Li, X., and Ouyang, Y. (2012). “Rapid strengthening of masonry structures cracked in earthquakes using fiber composite materials.” Journal of Composites for Construction (ASCE), Vol. 5, No. 16, pp. 590–603, DOI: 10.1061/(ASCE)CC.1943-5614.0000285.
Hmidan, A., Kim, Y., and Yazdani, S. (2013). “Crack-dependent response of steel elements strengthened with CFRP sheets.” Construction and Building Materials, Vol. 49, pp. 110–120, DOI: 10.1016/j.conbuildmat.2013.08.021.
Jesus, A. M. P., Pinto, J. M. T., and Morais, J. J. L. (2012). “Analysis of solid wood beams strengthened with CFRP laminates of distinct lengths.” Construction and Building Materials, Vol. 35, pp. 817–828, DOI: 10.1016/j.conbuildmat.2012.04.124.
Karam, E. (2015). Retrofitting of composite steel beams predamaged in flexure using fiber reinforced polymers, MSc, Thesis, American University of Sharjah, Sharjah, United Arab Emirates.
Kim, Y. and Brunell, G. (2011). “Interaction between CFRP-repair and initial damage of wide-flange steel beams subjected to three-point bending.” Composite Structures, Vol. 93, pp. 1986–1996, DOI: 10.1016/j.compstruct.2011.02.024.
Liu, X., Silva, P. F., and Nanni, A. (2001). “Rehabilitation of steel bridge members with FRP composite materials.” Proceedings of the International Conference on Composites in Construction, October 10–12, Porto, Portugal, pp. 613–617.
Michael, J., Chajes, M. J., Chacon, A. P., Swinehart, M. W., Richardson, Wenczel, D. R., and Liu, W. (2005). Applications of advanced composites to steel bridges, Technical Report, Delaware Center for Transportation, University of Delaware, Newark, Delaware.
Narmashiri, K. and Jumaat, M. Z. (2011). “Reinforced steel I-Beams: A comparison between 2D and 3D simulation.” Journal of Simulation Modeling Practice and Theory, Vol. 19, Issue 1, pp. 564–585, DOI: 10.1016/j.simpat.2010.08.012.
Ochi, N., Matsumura, M., and Hisabe, N. (2011). “Experimental study on strengthening effect of high modulus CFRP strips with different adhesive length installed onto the lower flange plate of i shaped steel girder.” Journal of Procedia Engineering, Vol. 14, pp. 506–512, DOI: 10.1016/j.proeng.2011.07.063.
Photiou, N. K., Hollaway, L. C., and Chryssanthopoulos, M. K. (2006). “Selection of Carbon-Fiber-Reinforced polymer systems for steelwork upgrading.” Journal of Materials in Civil Engineering, ASCE, Vol. 5, No. 18, pp. 641–649, DOI: 10.1061/(ASCE)0899-1561(2006)18:5(641).
Photiou, N. K., Hollaway, L. C., and Chryssanthopoulos, M. K. (2006). “Strengthening of an artificial degraded steel beam utilizing a Carbon/Glass composite system.” Construction and Building Materials, Vol. 20, Nos. 1–2, pp. 11–21, DOI: 10.1016/j.conbuildmat.2005.06.043.
Salama, T. and Abd-El-Meguid, A. (2010). Strengthening Steel Bridge Girders Using CFRP, Technical Report, University Transportation Center for Alabama (UTCA), The University of Alabama, Birmingham, No. 06217, June.
Schnerch, D., Dawood, M., Rizkalla, S., and Sumner, E. (2007). “Proposed design guidelines for strengthening of steel bridges with FRP materials.” Construction and Building Materials, Vol. 2, pp. 1001–1010, DOI: 10.1016/j.conbuildmat.2006.03.003.
Shaat, A. (2007). Structural Behavior of Steel Columns and Steel-Concrete Composite Girders Retrofitted Using CFRP, PhD, Thesis, Queen’s University, Kingston, Ontario, Canada, November.
Shaat, A. and Fam, A. (2006). “Axial loading tests on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymers.” Canadian Journal of Civil Engineering, Vol. 4, No. 33, pp. 458–470, DOI: 10.1139/l05-042.
Shaat, A. and Fam, A. (2009). “Slender steel columns strengthened using high-modulus CFRP plates for buckling control.” Journal of Composites for Construction (ASCE), Vol. 1, No. 13, pp. 2–12, DOI: 10.1061/(ASCE)1090-0268(2009)13:1(2).
Tavakkolizadeh, M. and Saadatmanesh, H. (2003). “Repair of damaged steel-concrete composite girders using carbon fiber reinforced polymers sheets.” Journal of Composites for Construction ASCE, Vol. 4, No. 7, pp. 311–322, DOI: 10.1061/(ASCE)1090-0268(2003) 7:4(311).
Tavakkolizadeh, M. and Saadatmanesh, H. (2003). “Strengthening of steel-concrete composite girders using carbon fiber reinforced polymers sheets.” Journal of Structural Engineering (ASCE), Vol. 1, No. 129, pp. 30–40, DOI: 10.1061/(ASCE)0733-9445(2003)129:1(30).
Teng, J., G., Yu, T., and Fernando, D. (2012). “Strengthening of steel structures with fiber-reinforced polymer composites.” Journal of Constructional Steel Research, No. 78, pp. 131–143, DOI: 10.1016/j.jcsr.2012.06.011.
Yu, Y., Chiew, S. P., and Lee, C. K. (2011). “Bond failure of steel beams strengthened with FRP laminates–Part 2: Verification.” Journal of Composites: Part B, Vol. 42, pp. 1122–1134, DOI: 10.1016/j.compositesb.2011.03.016.
Yuan, H., Lu, X., Hui, D., and Feo, L. (2012). “Studies on FRP-concrete interface with hardening and softening bond-slip law.” Composite Structures, Vol. 94, pp. 3781–3792, DOI: 10.1016/j.compstruct.2012.06.009.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
El-Taly, B. Retrofitting Notch Damaged Box Steel Beams with Composite Materials. KSCE J Civ Eng 22, 3003–3014 (2018). https://doi.org/10.1007/s12205-017-0293-7
Received:
Revised:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s12205-017-0293-7