Prediction of fatigue failure of corrosion affected riveted connections in steel structures

References

• Adasooriya, N., & Siriwardane, S. (2014). Remaining fatigue life estimation of corroded bridge members. Fatigue & Fracture of Engineering Materials & Structures, 37, 603–622. doi:10.1111/ffe.12144
   Web of Science ®Google Scholar
• Ali, K., Peng, D., Jones, R., Singh, R. R. K., Zhao, X. L., McMillan, A. J., & Berto, F. (2017). Crack growth in a naturally corroded bridge steel. Fatigue & Fracture of Engineering Materials & Structures, 40(7), 1117–1127. doi:10.1111/ffe.12568
   Web of Science ®Google Scholar
• ASTM International. (2015a). ASTM E466-15. Standard practice for conducting force controlled constant amplitude axial fatigue tests of metallic materials. Retrieved from www.astm.org
   Google Scholar
• ASTM International. (2015b). ASTM E797/E797M − 15. Standard practice for measuring thickness by manual ultrasonic pulse-echo contact method. Retrieved from www.astm.org
   Google Scholar
• Australian Building Codes Board. (2019). National Construction Code Volume One. Canberra, ACT: Building Code of Australia. Retrieved from www.abcb.gov.au
   Google Scholar
• Baker, K. A., & Kulak, G. L. (1985). Fatigue of riveted connections. Canadian Journal of Civil Engineering, 12(1), 184–191. doi:10.1139/l85-017
   Web of Science ®Google Scholar
• Bandara, C., Dissanayake, U., & Dissanayake, P. (2015). Novel method for developing sn curves for corrosion fatigue damage assessment of steel structures. Paper presented at the 6th International Conference on Structural Engineering and Construction Management, Kandy, Sri Lanka.
   Google Scholar
• British Standards Institution. (2014). BS 7608. Guide to fatigue design and assessment of steel products. London: British Standards Institution.
   Google Scholar
• Brühwiler, E., Smith, I. F., & Hirt, M. A. (1990). Fatigue and fracture of riveted bridge members. Journal of Structural Engineering, 116(1), 198–214. doi:10.1061/(ASCE)0733-9445(1990)116:1(198)
   Web of Science ®Google Scholar
• Bursi, O. S., & Jaspart, J. P. (1997). Benchmarks for finite element modelling of bolted steel connections. Journal of Constructional Steel Research, 43(1-3), 17–42. doi:10.1016/S0143-974X(97)00031-X
   Web of Science ®Google Scholar
• Czarnecki, A. A., & Nowak, A. S. (2008). Time-variant reliability profiles for steel girder bridges. Structural Safety, 30(1), 49–64. doi:10.1016/j.strusafe.2006.05.002
   Web of Science ®Google Scholar
• Ditlevsen, O., & Madsen, H. O. (1996). Structural reliability methods (Vol. 178). New York: Wiley.
   Google Scholar
• Fisher, J. W., Yen, B. T., & Wang, D. (1990). Fatigue strength of riveted bridge members. Journal of Structural Engineering, 116(11), 2968–2981. doi:10.1061/(ASCE)0733-9445(1990)116:11(2968)
   Web of Science ®Google Scholar
• Fricke, W. (2003). Fatigue analysis of welded joints: State of development. Marine Structures, 16(3), 185–200. doi:10.1016/S0951-8339(02)00075-8
   Web of Science ®Google Scholar
• Gholizad, A., Golafshani, A. A., & Akrami, V. (2012). Structural reliability of offshore platforms considering fatigue damage and different failure scenarios. Ocean Engineering, 46, 1–8. doi:10.1016/j.oceaneng.2012.01.033
   Web of Science ®Google Scholar
• Giorgetti, V., Santos, E. A., Marcomini, J. B., & Sordi, V. L. (2019). Stress corrosion cracking and fatigue crack growth of an API 5L X70 welded joint in an ethanol environment. International Journal of Pressure Vessels and Piping, 169, 223–229. doi:10.1016/j.ijpvp.2019.01.006
   Web of Science ®Google Scholar
• Imam, B. M., & Righiniotis, T. D. (2010). Fatigue evaluation of riveted railway bridges through global and local analysis. Journal of Constructional Steel Research, 66(11), 1411–1421. doi:10.1016/j.jcsr.2010.04.015
   Web of Science ®Google Scholar
• Imam, B. M., Righiniotis, T. D., & Chryssanthopoulos, M. K. (2008). Probabilistic fatigue evaluation of riveted railway bridges. Journal of Bridge Engineering, 13(3), 237–244. doi:10.1061/(ASCE)1084-0702(2008)13:3(237)
   Web of Science ®Google Scholar
• Kulak, G. L., Fisher, J. W., & Struik, J. H. (2001). Guide to design criteria for bolted and riveted joints. Chicago, IL: American Institute of Steel Construction, Inc.
   Google Scholar
• Li, C. Q., Firouzi, A., & Yang, W. (2016). Closed-form solution to first passage probability for nonstationary lognormal processes. Journal of Engineering Mechanics, 142(12), 04016103. doi:10.1061/(ASCE)EM.1943-7889.0001160
   Web of Science ®Google Scholar
• Li, C. Q., & Mahmoodian, M. (2013). Risk based service life prediction of underground cast iron pipes subjected to corrosion. Reliability Engineering & System Safety, 119, 102–108. doi:10.1016/j.ress.2013.05.013
   Web of Science ®Google Scholar
• Li, C. Q., & Melchers, R. E. (1993). Outcrossings from convex polyhedrons for nonstationary Gaussian processes. Journal of Engineering Mechanics, 119(11), 2354–2361. doi:10.1061/(ASCE)0733-9399(1993)119:11(2354)
   Web of Science ®Google Scholar
• Li, C. Q., & Melchers, R. E. (2005). Time-dependent reliability analysis of corrosion-induced concrete cracking. ACI Structural Journal, 102, 543.
   Web of Science ®Google Scholar
• Li, L., Li, C. Q., & Mahmoodian, M. (2019). Prediction of fatigue failure of steel beams subjected to simultaneous corrosion and cyclic loading. Structures, 19, 386–393. doi:10.1016/j.istruc.2019.02.003
   Web of Science ®Google Scholar
• Li, L., Mahmoodian, M., Li, C. Q., & Robert, D. (2018). Effect of corrosion and hydrogen embrittlement on microstructure and mechanical properties of mild steel. Construction and Building Materials, 170, 78–90.
   Web of Science ®Google Scholar
• Mahmoodian, M., & Li, C. Q. (2011). Service life prediction of underground concrete pipes subjected to corrosion. Paper presented at the 4th International Conference on Concrete Repair, Dresden, Germany.
   Google Scholar
• Mahmoodian, M., & Li, C. Q. (2016). Structural integrity of corrosion-affected cast iron water pipes using a reliability-based stochastic analysis method. Structure and Infrastructure Engineering, 12(10), 1356–1363. doi:10.1080/15732479.2015.1117114
   Web of Science ®Google Scholar
• Mahmoodian, M., & Li, C. Q. (2017). Failure assessment and safe life prediction of corroded oil and gas pipelines. Journal of Petroleum Science and Engineering, 151, 434–438. doi:10.1016/j.petrol.2016.12.029
   Web of Science ®Google Scholar
• Melchers, R. E. (1999). Structural reliability analysis and prediction. Chichester: Wiley.
   Google Scholar
• Miner, M. (1945). Cumulative fatigue damage. Journal of Applied Mechanics, 12, A159–A164.
   Web of Science ®Google Scholar
• Nguyen, K. T., Garbatov, Y., & Soares, C. G. (2013). Spectral fatigue damage assessment of tanker deck structural detail subjected to time-dependent corrosion. International Journal of Fatigue, 48, 147–155. doi:10.1016/j.ijfatigue.2012.10.014
   Web of Science ®Google Scholar
• Ni, Y., Ye, X. W., & Ko, J. M. (2010). Monitoring-based fatigue reliability assessment of steel bridges: Analytical model and application. Journal of Structural Engineering, 136(12), 1563–1573. doi:10.1061/(ASCE)ST.1943-541X.0000250
   Web of Science ®Google Scholar
• Nussbaumer, A., Borges, L., & Davaine, L. (2012). Fatigue design of steel and composite structures: Eurocode 3: Design of steel structures, Part 1-9 Fatigue; Eurocode 4: Design of composite steel and concrete structures. Hoboken, NJ: John Wiley & Sons.
   Google Scholar
• O'Connell, H. M., & Dexter, R. J. (2001). Response and analysis of steel trusses for fatigue truck loading. Journal of Bridge Engineering, 6(6), 628–638. doi:10.1061/(ASCE)1084-0702(2001)6:6(628)
   Google Scholar
• Out, J. M. (1984). The fatigue strength of weathered and deteriorated riveted members (Doctoral dissertation). Lehigh University, Bethlehem, PA. Retrieved from https://preserve.lehigh.edu
   Google Scholar
• Papoulis, A., & Pillai, S. U. (2002). Probability, random variables, and stochastic processes (4th ed.). Boston, MA: McGraw-Hill.
   Google Scholar
• Pipinato, A., Pellegrino, C., Bursi, O. S., & Modena, C. (2009). High-cycle fatigue behavior of riveted connections for railway metal bridges. Journal of Constructional Steel Research, 65(12), 2167–2175. doi:10.1016/j.jcsr.2009.06.019
   Web of Science ®Google Scholar
• Rabemanantsoa, H., & Hirt, M. A. (1984). Comportement à la fatigue de profilés laminés avec semelles de renfort rivetées. Rapport d'essais. (No. REP_WORK). Lausanne: Swiss Federal Institute of Technology Lausanne.
   Google Scholar
• Reemsnyder, H. S. (1975). Fatigue life extension of riveted connections. Journal of the Structural Division, 101, 2591.
   Google Scholar
• Revie, R. W. (2008). Corrosion and corrosion control. Hoboken, NJ: John Wiley & Sons.
   Google Scholar
• Rodriguez, R. I., Jordon, J. B., Allison, P. G., Rushing, T. W., & Garcia, L. (2019). Corrosion effects on fatigue behavior of dissimilar friction stir welding of high-strength aluminum alloys. Materials Science and Engineering: A, 742, 255–268. doi:10.1016/j.msea.2018.11.020
   Web of Science ®Google Scholar
• Sharifi, Y., & Rahgozar, R. (2009). Fatigue notch factor in steel bridges due to corrosion. Archives of Civil and Mechanical Engineering, 9(4), 75–83. doi:10.1016/S1644-9665(12)60071-5
   Web of Science ®Google Scholar
• Siriwardane, S., Ohga, M., Dissanayake, R., & Taniwaki, K. (2008). Application of new damage indicator-based sequential law for remaining fatigue life estimation of railway bridges. Journal of Constructional Steel Research, 64(2), 228–237. doi:10.1016/j.jcsr.2007.06.002
   Web of Science ®Google Scholar
• Wu, Z., Zhang, S., & Jiang, S. F. (2012). Simulation of tensile bolts in finite element modeling of semi-rigid beam-to-column connections. International Journal of Steel Structures, 12(3), 339–350. doi:10.1007/s13296-012-3004-8
   Web of Science ®Google Scholar
• Zampieri, P., Curtarello, A., Maiorana, E., & Pellegrino, C. (2018). A review of the fatigue strength of shear bolted connections. International Journal of Steel Structures, 19(4), 1084–1098. doi:10.1007/s13296-018-0189-5
   Web of Science ®Google Scholar
• Zampieri, P., Curtarello, A., Pellegrino, C., & Maiorana, E. (2017). Fatigue strength of corroded bolted connection. Frattura ed Integrità Strutturale, 12(43), 90–96. doi:10.3221/IGF-ESIS.43.06
   Google Scholar
• Zhang, R., & Mahadevan, S. (2001). Fatigue reliability analysis using nondestructive inspection. Journal of Structural Engineering, 127(8), 957–965. doi:10.1061/(ASCE)0733-9445(2001)127:8(957)
   Web of Science ®Google Scholar
• Zhao, Z. (1995). Primary and deformation-induced high and low cycle fatigue reliability of infrastructure with updating through non-destructive inspection (Unpublished Doctoral Dissertation). University of Arizona, Tucson, Arizona.
   Google Scholar
• Zhao, Z., Haldar, A., & Breen, F. L. Jr, (1994). Fatigue-reliability evaluation of steel bridges. Journal of Structural Engineering, 120(5), 1608–1623. doi:10.1061/(ASCE)0733-9445(1994)120:5(1608)
   Web of Science ®Google Scholar