Abstract
In recent years, the use of carbon fiber-reinforced polymers to strengthen fatigue-damaged steel beams has increased significantly as an alternative to traditional methods due to their easy application to the damaged area, lightweight, durability, and sustainability. In addition to all these positive contributions, there are some disadvantages, such as debonding damage under loading. These disadvantages encourage researchers to produce new materials or apply materials used for other purposes in other fields for fatigue damage. In this paper, an alternative new strengthening technique is mentioned to improve the dynamic and fatigue behavior of fatigue-damaged steel beams. This technique is a strengthening application made using epoxy-based filler and carbon fiber-reinforced polymer fabric. Numerical and experimental studies are carried out on fatigue-damaged steel beams by applying this new technique and using different carbon fiber-reinforced polymers, such as a single and double layer of fabric and a single plate layer. The most significant improvement in dynamic behavior occurred on the specimen, strengthened with this newly proposed technique. In contrast, the lowest increase occurs on the sample strengthened with a single layer of fabric. While the lowest increase arises on the sample strengthened with a single layer of fabric in terms of fatigue life, the most significant progress in fatigue behavior makes on the sample strengthened with a single plate layer. As a result of comparing the results, it is concluded that this new strengthening technique could be an essential alternative to the currently used strengthening methods.
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References
Begos, J.M.; Brinson, J.R.; Byrd, L.G.; Millar, W.W.; Paaswell, R.E.; Pitz, J.P.; Richardson, H.H.; Rideoutfe, J.G.; Turner, C.E.; Metropolitan, W.: Distortion-Induced Fatigue Cracking in Steel Bridges, National Cooperative Highway Research Program (NCHRP) Report 336. , Washington, D. C. (1990)
Connor, R.J., Lloyd, J.B.: Maintenance Actions to Address Fatigue Cracking in Steel Bridge Structures, Proposed Guidelines and Commentary, Technical Report Prepared for NCHRP Transportation Research Board of the National Academies. (2017)
Fhwa: Manual for Repair and Retrofit of Fatigue Cracks in Steel Bridges, Technical Report, FHWA Publication No. FHWA-IF-13-020. (2013)
Tavakkolizadeh, M.; Saadatmanesh, H.: Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch. J. Struct. Eng. 129, 186–196 (2003). https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(186)
Kim, Y.J.; Green, M.F.; Wight, R.G.: Flexural behaviour of reinforced or prestressed concrete beams including strengthening with prestressed carbon fibre reinforced polymer sheets: application of a fracture mechanics approach. Can. J. Civ. Eng. 34, 664–677 (2007). https://doi.org/10.1139/L06-161
Van Den Einde, L.; Zhao, L.; Seible, F.: Use of FRP composites in civil structural applications. Constr. Build. Mater. 17, 389–403 (2003). https://doi.org/10.1016/S0950-0618(03)00040-0
Kim, Y.J.; Heffernan, P.J.: Fatigue behavior of externally strengthened concrete beams with fiber-reinforced polymers: state of the art. J. Compos. Constr. 12, 246–256 (2008). https://doi.org/10.1061/(ASCE)1090-0268(2008)12:3(246)
Miller, T.C.; Chajes, M.J.; Mertz, D.R.; Hastings, J.N.: Strengthening of a steel bridge girder using CFRP plates. J. Bridg. Eng. 6, 514–522 (2001). https://doi.org/10.1061/(ASCE)1084-0702(2001)6:6(514)
Jones, S.C.; Civjan, S.A.: Application of fiber reinforced polymer overlays to extend steel fatigue life. J. Compos. Constr. 7, 331–338 (2003). https://doi.org/10.1061/(ASCE)1090-0268(2003)7:4(331)
Luke, S.; Canning, L.: Strengthening highway and railway bridge structures with FRP composites-case studies. Adv. Polym. Compos. Struct. Appl. Constr. 5, 747–754 (2004). https://doi.org/10.1533/9781845690649.8.747
National Research Council: Guidelines for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures. (2007)
Zhao, X.L.; Zhang, L.: State-of-the-art review on FRP strengthened steel structures. Eng. Struct. 29, 1808–1823 (2007). https://doi.org/10.1016/J.ENGSTRUCT.2006.10.006
Colombi, P.; Fava, G.; Poggi, C.; Sonzogni, L.: Fatigue reinforcement of steel elements by CFRP materials: experimental evidence, analytical model and numerical simulation. Procedia Eng. 74, 384–387 (2014). https://doi.org/10.1016/j.proeng.2014.06.284
Bakis, C.E.; Bank, L.C.; Brown, V.L.; Cosenza, E.; Davalos, J.F.; Lesko, J.J.; Machida, A.; Rizkalla, S.H.; Triantafillou, T.C.: Fiber-reinforced polymer composites for construction state-of-the-art review. J. Compos. Constr. 6, 73–87 (2002). https://doi.org/10.1061/(ASCE)1090-0268(2002)6:2(73)
Liu, H.; Xiao, Z.; Zhao, X.L.; Al-Mahaidi, R.: Prediction of fatigue life for CFRP-strengthened steel plates. Thin-Walled Struct. 47, 1069–1077 (2009). https://doi.org/10.1016/J.TWS.2008.10.011
Tsouvalis, N.G.; Mirisiotis, L.S.; Dimou, D.N.: Experimental and numerical study of the fatigue behaviour of composite patch reinforced cracked steel plates. Int. J. Fatigue 10, 1613–1627 (2009). https://doi.org/10.1016/J.IJFATIGUE.2009.04.006
Kim, Y.J.; Longworth, J.M.; Wight, R.G.; Green, M.F.: Punching shear of two-way slabs retrofitted with prestressed or non-prestressed CFRP sheets. J. Reinforced Plastics Compos. 29, 1206–1223 (2009). https://doi.org/10.1177/0731684409103143
Wu, G.; Wang, H.-T.; Wu, Z.-S.; Liu, H.-Y.; Ren, Y.: Experimental study on the fatigue behavior of steel beams strengthened with different fiber-reinforced composite plates. J. Compos. Constr. 16, 127–137 (2012). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000243
Wang, H.-T.; Wu, G.; Wu, Z.-S.: Effect of FRP configurations on the fatigue repair effectiveness of cracked steel plates. J. Compos. Constr. 18, 04013023 (2013). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000422
Feng, P.; Zhang, Y.; Bai, Y.; Ye, L.: Combination of bamboo filling and FRP wrapping to strengthen steel members in compression. J. Compos. Constr. 17, 347–356 (2012). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000353
Feng, P.; Zhang, Y.; Bai, Y.; Ye, L.: Strengthening of steel members in compression by mortar-filled FRP tubes. Thin-Walled Struct. 64, 1–12 (2013). https://doi.org/10.1016/J.TWS.2012.11.001
Colombi, P.; Bassetti, A.; Nussbaumer, A.: Crack growth induced delamination on steel members reinforced by prestressed composite patch. Fatigue Fract. Eng. Mater. Struct. 26, 429–438 (2003). https://doi.org/10.1046/J.1460-2695.2003.00642.X
Deng, J.; Jia, Y.; Zheng, H.: Theoretical and experimental study on notched steel beams strengthened With CFRP plate. Compos. Struct. 136, 450–459 (2016). https://doi.org/10.1016/J.COMPSTRUCT.2015.10.024
Colombi, P.; Fava, G.: Fatigue crack growth in steel beams strengthened By CFRP strips. Theoret. Appl. Fract. Mech. 85, 173–182 (2016). https://doi.org/10.1016/J.TAFMEC.2016.01.007
Yu, Q.Q.; Wu, Y.F.: Fatigue behaviour of cracked steel beams retrofitted with carbon fibre-reinforced polymer laminates. Adv. Struct. Eng. 21, 1148–1161 (2017). https://doi.org/10.1177/1369433217729518
Yu, Q.Q.; Wu, Y.F.: Fatigue retrofitting of cracked steel beams with CFRP laminates. Compos. Struct. 192, 232–244 (2018). https://doi.org/10.1016/J.COMPSTRUCT.2018.02.090
Lenwari, A.; Thepchatri, T.; Albrecht, P.: Debonding strength of steel beams strengthened with CFRP plates. J. Compos. Constr. 10, 69–78 (2006). https://doi.org/10.1061/(ASCE)1090-0268(2006)10:1(69)
Bocciarelli, M.; Colombi, P.; Fava, G.; Poggi, C.: Fatigue performance of tensile steel members strengthened with CFRP plates. Compos. Struct. 87, 334–343 (2009). https://doi.org/10.1016/J.COMPSTRUCT.2008.02.004
Kim, Y.J.; Harries, K.A.: Fatigue behavior of damaged steel beams repaired with CFRP strips. Eng. Struct. 33, 1491–1502 (2011). https://doi.org/10.1016/J.ENGSTRUCT.2011.01.019
Wu, C.; Zhao, X.L.; Al-Mahaidi, R.; Emdad, M.; Duan, W.: Fatigue tests of cracked steel plates strengthened with UHM CFRP plates. Adv. Struct. Eng. 15, 1801–1815 (2012). https://doi.org/10.1260/1369-4332.15.10.1801
Colombi, P.; Fava, G.: Experimental study on the fatigue behaviour of cracked steel beams repaired With CFRP plates. Eng. Fract. Mech. 145, 128–142 (2015). https://doi.org/10.1016/J.ENGFRACMECH.2015.04.009
Zheng, B.; Dawood, M.: Debonding of carbon fiber-reinforced polymer patches from cracked steel elements under fatigue loading. J. Compos. Constr. 20, 04016038 (2016). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000694
Altunişik, A.C.; Okur, F.Y.; Kahya, V.: Structural identification of a cantilever beam with multiple cracks: modeling and validation. Int. J. Mech. Sci. 130, 74–89 (2017). https://doi.org/10.1016/j.ijmecsci.2017.05.039
Altunışık, A.C.; Okur, F.Y.; Kahya, V.: Automated model updating of multiple cracked cantilever beams for damage detection. J. Constr. Steel Res. 138, 499–512 (2017). https://doi.org/10.1016/j.jcsr.2017.08.006
Altunışık, A.C.; Okur, F.Y.; Karaca, S.; Kahya, V.: Vibration-based damage detection in beam structures with multiple cracks: modal curvature vs. modal flexibility methods. Nondestruct. Test. Eval. 34, 33–53 (2019). https://doi.org/10.1080/10589759.2018.1518445
Altunişik, A.C.; Okur, F.Y.; Kahya, V.: Vibrations of a box-sectional cantilever Timoshenko beam with multiple cracks. Int. J. Steel Struct. 19, 635–649 (2019). https://doi.org/10.1007/s13296-018-0152-5
Kahya, V.; Karaca, S.; Okur, F.Y.; Altunışık, A.C.; Aslan, M.: Free vibrations of laminated composite beams with multiple edge cracks: numerical model and experimental validation. Int. J. Mech. Sci. 159, 30–42 (2019). https://doi.org/10.1016/j.ijmecsci.2019.05.032
Altunışık, A.C.; Okur, F.Y.; Kahya, V.: Modal parameter identification and vibration based damage detection of a multiple cracked cantilever beam. Eng. Fail. Anal. 79, 154–170 (2017). https://doi.org/10.1016/j.engfailanal.2017.04.026
Gunaydin, M.; Adanur, S.; Altunisik, A.C.; Sevim, B.: Static and dynamic responses of halgavor footbridge using steel and FRP materials. Steel Compos. Struct. 18, 51–69 (2015)
Hüsem, M.; Nasery, M.M.; Okur, F.Y.; Altunişik, A.C.: Experimental evaluation of damage effect on dynamic characteristics of concrete encased composite column-beam connections. Eng. Fail. Anal. 91, 129–150 (2018). https://doi.org/10.1016/j.engfailanal.2018.04.030
Bayraktar, A.; Altunişik, A.C.; Türker, T.: Structural health assessment and restoration procedure of an old riveted steel arch bridge. Soil Dyn. Earthq. Eng. 83, 148–161 (2016). https://doi.org/10.1016/j.soildyn.2016.01.012
Altunişik, A.C.; Günaydin, M.; Sevim, B.; Bayraktar, A.; Adanur, S.: CFRP composite retrofitting effect on the dynamic characteristics of arch dams. Soil Dyn. Earthq. Eng. 74, 1–9 (2015). https://doi.org/10.1016/j.soildyn.2015.03.008
Bendat, J.S.; Piersol, A.G.: Random Data: Analysis and Measurement Procedures. Wiley, New York (2010)
Yu, D.J.; Ren, W.X.: EMD-based stochastic subspace identification of structures from operational vibration measurements. Eng. Struct. 27, 1741–1751 (2005). https://doi.org/10.1016/J.ENGSTRUCT.2005.04.016
Hmidan, A.; Kim, Y.J.; Yazdani, S.: CFRP repair of steel beams with various initial crack configurations. J. Compos. Constr. 15, 952–962 (2011). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000223
Jiao, H.; Mashiri, F.; Zhao, X.L.: A comparative study on fatigue behaviour of steel beams retrofitted with welding, pultruded CFRP plates and wet layup CFRP sheets. Thin-Walled Struct. 59, 144–152 (2012). https://doi.org/10.1016/J.TWS.2012.06.002
Hmidan, A.; Kim, Y.J.; Yazdani, S.: Effect of sustained load combined with cold temperature on flexure of damaged steel beams repaired with CFRP sheets. Eng. Struct. 56, 1957–1966 (2013). https://doi.org/10.1016/J.ENGSTRUCT.2013.08.020
Kamruzzaman, M.; Jumaat, M.Z.; Ramlisulong, N.H.; Islam, A.B.M.S.: A review on strengthening steel beams using FRP under Fatigue. Sci World J 2014, 58 (2014). https://doi.org/10.1155/2014/702537
Hmidan, A.; Kim, Y.J.; Yazdani, S.: Correction factors for stress intensity of CFRP-strengthened wide-flange steel beams with various crack configurations. Constr. Build. Mater. 5, 522–530 (2014). https://doi.org/10.1016/J.CONBUILDMAT.2014.08.008
Ghafoori, E.; Motavalli, M.; Zhao, X.L.; Nussbaumer, A.; Fontana, M.: Fatigue design criteria for strengthening metallic beams with bonded CFRP plates. Eng. Struct. 101, 542–557 (2015). https://doi.org/10.1016/J.ENGSTRUCT.2015.07.048
Ghafoori, E.; Motavalli, M.: Normal, high and ultra-high modulus carbon fiber-reinforced polymer laminates for bonded and un-bonded strengthening of steel beams. Mater. Des. 67, 232–243 (2015). https://doi.org/10.1016/J.MATDES.2014.11.031
Ghafoori, E.; Motavalli, M.: Innovative CFRP-prestressing system for strengthening metallic structures. J. Compos. Constr. 19, 04015006 (2015). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000559
Deng, J.; Lee, M.M.K.: Adhesive bonding in steel beams strengthened with CFRP. Struct. Build. 162, 241–249 (2015). https://doi.org/10.1680/STBU.2009.162.4.241
Yu, Q.-Q.; Wu, Y.-F.: Fatigue strengthening of cracked steel beams with different configurations and materials. J. Compos. Constr. 21, 04016093 (2016). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000750
Yu, Q.Q.; Wu, Y.F.: Fatigue durability of cracked steel beams retrofitted with high-strength materials. Constr. Build. Mater. 155, 1188–1197 (2017). https://doi.org/10.1016/J.CONBUILDMAT.2017.09.051
Chen, T.; Wang, X.; Qi, M.: Fatigue improvements of cracked rectangular hollow section steel beams strengthened with CFRP plates. Thin-Walled Struct. 122, 371–377 (2018). https://doi.org/10.1016/J.TWS.2017.10.019
Bocciarelli, M.; Colombi, P.; D’Antino, T.; Fava, G.: Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading. Eng. Struct. 171, 883–893 (2018). https://doi.org/10.1016/J.ENGSTRUCT.2018.04.002
Chen, T.; Gu, X.-L.; Qi, M.; Yu, Q.-Q.: Experimental study on fatigue behavior of cracked rectangular hollow-section steel beams repaired with prestressed CFRP plates. J. Compos. Constr. 22, 04018034 (2018). https://doi.org/10.1061/(ASCE)CC.1943-5614.0000872
Ghafoori, E.; Motavalli, M.; Botsis, J.; Herwig, A.; Galli, M.: Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates. Int. J. Fatigue 44, 303–315 (2012). https://doi.org/10.1016/J.IJFATIGUE.2012.03.006
Ghafoori, E.; Schumacher, A.; Motavalli, M.: Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: determination of prestressing level for crack arrest. Eng. Struct. 45, 270–283 (2012). https://doi.org/10.1016/J.ENGSTRUCT.2012.06.047
Ye, H.; Li, C.; Pei, S.; Ummenhofer, T.; Qu, H.: Fatigue performance analysis of damaged steel beams strengthened with prestressed unbonded CFRP plates. J. Bridg. Eng. 23, 04018040 (2018). https://doi.org/10.1061/(ASCE)BE.1943-5592.0001251
Siwowski, T.W.; Siwowska, P.: Experimental study on CFRP-strengthened steel beams. Compos. B Eng. 149, 12–21 (2018). https://doi.org/10.1016/J.COMPOSITESB.2018.04.060
Ghafoori, E.; Motavalli, M.: Analytical calculation of stress intensity factor of cracked steel I-beams with experimental analysis and 3D digital image correlation measurements. Eng. Fract. Mech. 78, 3226–3242 (2011). https://doi.org/10.1016/J.ENGFRACMECH.2011.09.012
Li, J.; Wang, Y.; Deng, J.; Jia, Y.: Experimental study on the flexural behaviour of notched steel beams strengthened by prestressed CFRP plate with an end plate anchorage system. Eng. Struct. 171, 29–39 (2018). https://doi.org/10.1016/J.ENGSTRUCT.2018.05.042
PULSE, Analyzers and Solutions, Release 11.2. Bruel and Kjaer, Sound and Vibration Measurement A/S, Denmark, 2006.
OMA, Software: Operational Modal Analysis, Release 4.0. Structural Vibration Solution A/S, Denmark, 2006.
ANSYS, Swanson Analysis System, USA, (2015)
Acknowledgements
Thanks to Dr. Murat Günaydın and Fatih Yesevi Okur for their contributions to this study.
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This work was supported by Scientific Research Projects Coordination Unit of Karadeniz Technical University. Project Number 8074.
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Ergün, M., Ateş, Ş. Evaluation of Dynamic and Fatigue Behavior of Damaged Steel Beams Strengthened with Different Types of Techniques and a New Strengthening Method Proposal. Arab J Sci Eng 49, 4969–4994 (2024). https://doi.org/10.1007/s13369-023-08233-6
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DOI: https://doi.org/10.1007/s13369-023-08233-6