Mode I fatigue crack arrest in tensile steel members using prestressed CFRP plates

Composite Structures - Tập 178 - Trang 119-134 - 2017
Ardalan Hosseini1,2, Elyas Ghafoori3, Masoud Motavalli4,5,2, Alain Nussbaumer1, Xiao‐Ling Zhao4
1Resilient Steel Structures Laboratory, Swiss Federal Institute of Technology Lausanne (EPFL), Switzerland
2Structural Engineering Research Laboratory, Swiss Federal Laboratories for Materials Science and Technology (Empa), Switzerland
3Smart Structures Laboratory, Swinburne University of Technology, Melbourne, Australia
4Department of Civil Engineering, Monash University, Australia
5School of Civil Engineering, University of Tehran, Iran

Tóm tắt

Từ khóa


Tài liệu tham khảo

Domazet, 1996, Comparison of fatigue crack retardation methods, Eng Fail Anal, 3, 137, 10.1016/1350-6307(96)00006-4

Zhao, 2013

Zhao, 2007, State-of-the-art review on FRP strengthened steel structures, Eng Struct, 29, 1808, 10.1016/j.engstruct.2006.10.006

Lane, 2000

Miller, 2001, Strengthening of a steel bridge girder using CFRP plates, J Bridge Eng, 6, 514, 10.1061/(ASCE)1084-0702(2001)6:6(514)

Luke, 2001, The use of carbon fibre plates for the strengthening of two metallic bridges of an historic nature in the UK, 200, 975

Bassetti, 2001

Jones, 2003, Application of fiber reinforced polymer overlays to extend steel fatigue life, J Compos Constr, 7, 331, 10.1061/(ASCE)1090-0268(2003)7:4(331)

Tavakkolizadeh, 2003, Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch, J Struct Eng, 129, 186, 10.1061/(ASCE)0733-9445(2003)129:2(186)

Zheng Y, Ye L, Lu X, Yue Q. Experimental study on fatigue behavior of tensile steel plates strengthened with CFRP plates. In 3rd International Conference on FRP in Composites in Civil Engineering (CICE 2006) 2006 Dec 13.

Liu HB, Xiao ZG, Zhao XL, Al-Mahaidi R. Fracture mechanics analysis of cracked steel plates repaired with composite sheets. InAsia-Pacific Conference on FRP in Structures (APFIS 2007), Hong Kong, China 2007 Dec, pp. 1047–52.

Liu, 2009, Prediction of fatigue life for CFRP-strengthened steel plates, Thin Wall Struct, 47, 1069, 10.1016/j.tws.2008.10.011

Liu, 2009, Experimental study of fatigue crack growth behaviour in adhesively reinforced steel structures, Compos Struct, 90, 12, 10.1016/j.compstruct.2009.02.016

Wang, 2009, Modelling fatigue crack propagation of a cracked metallic member reinforced by composite patches, Eng Fract Mech, 76, 1277, 10.1016/j.engfracmech.2009.02.004

Wu, 2013, Mode I stress intensity factor of center-cracked tensile steel plates with CFRP reinforcement, J Struct Stab Dyn, 13, 1350005, 10.1142/S0219455413500053

Wu, 2013, Effects of CFRP bond locations on the Mode I stress intensity factor of centre-cracked tensile steel plates, Fatigue Fract Eng Mater Struct, 36, 154, 10.1111/j.1460-2695.2012.01708.x

Yu, 2014, Tests on cracked steel plates with different damage levels strengthened by CFRP laminates, J Struct Stab Dyn, 14, 1450018, 10.1142/S0219455414500187

Wang, 2015, Fatigue behavior of cracked steel plates strengthened with different CFRP systems and configurations, J Compos Constr, 20, 04015078, 10.1061/(ASCE)CC.1943-5614.0000647

Colombi, 2015, Fatigue crack growth in CFRP-strengthened steel plates, Compos Part B Eng, 72, 87, 10.1016/j.compositesb.2014.11.036

Colombi, 2015, Experimental study on the fatigue behaviour of cracked steel beams repaired with CFRP plates, Eng Fract Mech, 145, 128, 10.1016/j.engfracmech.2015.04.009

Zheng, 2016, Debonding of carbon fiber-reinforced polymer patches from cracked steel elements under fatigue loading, J Compos Constr, 20, 04016038, 10.1061/(ASCE)CC.1943-5614.0000694

Colombi, 2003, Analysis of cracked steel members reinforced by pre-stress composite patch, Fatigue Fract Eng Mater Struct, 26, 59, 10.1046/j.1460-2695.2003.00598.x

Colombi, 2003, Crack growth induced delamination on steel members reinforced by prestressed composite patch, Fatigue Fract Eng Mater Struct, 26, 429, 10.1046/j.1460-2695.2003.00642.x

Colombi, 2003, Delamination effects on cracked steel members reinforced by prestressed composite patch, Theor App Fract Mech, 39, 61, 10.1016/S0167-8442(02)00138-6

Täljsten, 2009, Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates, Constr Build Mater, 23, 1665, 10.1016/j.conbuildmat.2008.08.001

Huawen, 2010, Fatigue performance of tension steel plates strengthened with prestressed CFRP laminates, J Compos Constr, 14, 609, 10.1061/(ASCE)CC.1943-5614.0000111

Nakamura, 2014, Development of pre-tensioning device for CFRP strips and applicability to repair of cracked steel members, Adv Struct Eng, 17, 1705, 10.1260/1369-4332.17.12.1705

Emdad, 2015, Effect of prestressed CFRP patches on crack growth of centre-notched steel plates, Compos Struct, 123, 109, 10.1016/j.compstruct.2014.12.007

Ghafoori, 2012, Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates, Int J Fatigue, 44, 303, 10.1016/j.ijfatigue.2012.03.006

Ghafoori, 2012, Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: determination of prestressing level for crack arrest, Eng Struct, 45, 270, 10.1016/j.engstruct.2012.06.047

Yu, 2012, Experimental study on CFRP-to-steel bonded interfaces, Compos Part B Eng, 43, 2279, 10.1016/j.compositesb.2012.01.024

Czaderski-Forchmann, 2012

Ghafoori, 2012

Ghafoori, 2015, Fatigue design criteria for strengthening metallic beams with bonded CFRP plates, Eng Struct, 101, 542, 10.1016/j.engstruct.2015.07.048

Ghafoori, 2015, Determination of minimum CFRP pre-stress levels for fatigue crack prevention in retrofitted metallic beams, Eng Struct, 84, 29, 10.1016/j.engstruct.2014.11.017

Ghafoori, 2015, Innovative CFRP-prestressing system for strengthening metallic structures, J Compos Constr, 19, 04015006, 10.1061/(ASCE)CC.1943-5614.0000559

Ghafoori, 2015, Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates, Compos Part B Eng, 68, 1, 10.1016/j.compositesb.2014.08.026

El-Tahan, 2015, Development of a self-stressing NiTiNb shape memory alloy (SMA)/fiber reinforced polymer (FRP) patch, Smart Mater Struct, 24, 065035, 10.1088/0964-1726/24/6/065035

Zheng, 2016, Fatigue strengthening of metallic structures with a thermally activated shape memory alloy fiber-reinforced polymer patch, J Compos Constr, 04016113

ASTM International, 2011

Tada, 1973

Hosseini, 2016, Stress analysis of unbonded and bonded prestressed CFRP-strengthened steel plates, 1179

ISO E. 6892-1, 2009

Ghafoori, 2015, Normal, high and ultra-high modulus carbon fiber-reinforced polymer laminates for bonded and un-bonded strengthening of steel beams, Mater Des, 67, 232, 10.1016/j.matdes.2014.11.031

Michels, 2016, Mechanical performance of cold-curing epoxy adhesives after different mixing and curing procedures, Compos Part B Eng, 98, 434, 10.1016/j.compositesb.2016.05.054

Otsuka, 1975, The condition of fatigue crack growth in mixed mode condition, Eng Fract Mech, 7, 429, 10.1016/0013-7944(75)90043-0

Elber, 1970, Fatigue crack closure under cyclic tension, Eng Fract Mech, 2, 37, 10.1016/0013-7944(70)90028-7

Anderson, 2005

Schijve, 1988, Fatigue crack closure: observations and technical significance

Schijve, 2009

ABAQUS, 2014

Tong, 1994, The significance of mean stress on the fatigue crack growth threshold for mixed mode I+II loading, Fatigue Fract Eng Mater Struct, 17, 829, 10.1111/j.1460-2695.1994.tb00812.x

Blom, 1982, An engineering approach to mixed mode thresholds, fatigue thresholds, 1069

Dilling, D., 1979. Some Aspects of the Crack Growth Behaviour of Steel Plate Fe 52 Under Variable-Amplitude Loading. Report 6-78-2 (in Dutch), Stevin Laboratory, Delft University of Technology, Delft, The Netherlands, p. 6–78.

Kurihara, M., Katoh, A., Kawahara, M. Effects of stress ratio and step loading on fatigue crack propagation rate. Elsevier Applied Science, Current Research on Fatigue Cracks; 1987. p. 247–65.

Ghafoori, 2015, Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels: experimental and numerical study, Constr Build Mater, 76, 194, 10.1016/j.conbuildmat.2014.11.070

Kianmofrad, 2017, Strengthening of metallic beams with different types of pre-stressed un-bonded retrofit systems, Compos Struct, 159, 81, 10.1016/j.compstruct.2016.09.020