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Original Articles

Time-dependent reliability analysis for a set of RC T-beam bridges under realistic traffic considering creep and shrinkage

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Pages 6480-6504 | Received 28 Dec 2018, Accepted 18 Jun 2021, Published online: 06 Jul 2021

References

  • Report Card For America’s Infrastructure. (2013). 2013 Report Card For America’s Infrastructure. ASCE.
  • Ceb-Fip Model Code 1990. (1993). Thomas Telford.
  • Eurocodes Structuraux – Bases de Calcul Des Structures. (2003). AFNOR.
  • American Association of State Highway and Transportation Officials. (2005). AASHTO LRFD bridge design specifications (3rd ed.). American Association of State Highway and Transportation Officials.
  • Bailey, S. F. (1996). Basic principles and load models for the structural safety evaluation of existing road bridges. EPFL. https://infoscience.epfl.ch/record/31945.
  • Bastidas-Arteaga, E., Bressolette, P., Chateauneuf, A., & Sánchez-Silva, M. (2009). Probabilistic lifetime assessment of RC structures under coupled corrosion–fatigue deterioration processes. Structural Safety, 31 (1), 84–96. https://doi.org/10.1016/j.strusafe.2008.04.001
  • Bemard, J., & Labry, D. (2002). Evaluation of the effects of heavy vehicles on bridges fatigue. In Proceedings 7th International Symposium on Heavy Vehicle Weights & Dimensions. http://road-transport-technology.org/Proceedings/7%20-%20ISHVWD/Evaluation%20Of%20The%20Effects%20Of%20Heavy%20Vehicles%20On%20Bridges%20Fatigue%20-%20%20Jacob.pdf.
  • Bezih, K., Chateauneuf, A., Kalla, M., & Bacconnet, C. (2015). Effect of soil–structure interaction on the reliability of reinforced concrete bridges. Ain Shams Engineering Journal, 6 (3), 755–766. https://doi.org/10.1016/j.asej.2015.01.007
  • Bhamare, S. S., Yadav, O. P., & Rathore, A. (2007). Evolution of reliability engineering discipline over the last six decades: A comprehensive review. International Journal of Reliability and Safety, 1 (4), 377. https://doi.org/10.1504/IJRS.2007.016256
  • Bischoff, P. H. (2007). Deflection calculation of FRP reinforced concrete beams based on modifications to the existing Branson equation. Journal of Composites for Construction, 11 (1), 4–14. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:1(4)
  • Bondonet, G., & Corfdir, P. (2005). Méthode de Guyon Massonnet Barès Appliquée Aux Ouvrages à Poutres d’inertie Distincte. Revue Européenne de Génie Civil, 9 (9–10), 1111–1130. https://doi.org/10.1080/17747120.2005.9692803
  • Bruls, A., Calgaro, J. A., Mathieu, H., & Prat, M. (1996). ENV1991 - Part 3: The main models of traffic loads on bridges; Background studies. In Proceedings of IABSE Colloquium, 215–228. IABSE-AIPC-IVBH. http://www.e-periodica.ch/cntmng?pid=bse-re-003:1996:74::59.
  • Caprani, C. C., O’Brien, E. J., & McLachlan, G. J. (2008). Characteristic traffic load effects from a mixture of loading events on short to medium span bridges. Structural Safety, 30 (5), 394–404. https://doi.org/10.1016/j.strusafe.2006.11.006
  • Cassia Silva, R. D. (2004). Contribution to the Probabilistic Analysis of Reinforced Concrete Bridge Performance. Ecole des Ponts ParisTech. https://pastel.archives-ouvertes.fr/pastel-00000956/.
  • Cássia Silva, R. d., & Cremona, C. (2005). Some considerations on the performance cycle analysis of concrete girders in France. Structure and Infrastructure Engineering, 1 (3), 207–220. https://doi.org/10.1080/15732470500030745
  • Centre de recherche: ICOM EP F-Lausanne, Thierry Meystre, Manfred A. Hirt, and Office fédéral des routes OFROU. 2006. “Evaluation de Ponts Routiers Existants Avec Un Modèle de Charge de Trafic Actualisé.” Berne.
  • Catbas, N., Susoy, M., & Frangopol, D. M. (2008). Structural health monitoring and reliability estimation: Long span truss bridge application with environmental monitoring data. Engineering Structures, 30(9), 2347–2359. March, . https://doi.org/10.1016/j.engstruct.2008.01.013
  • Cheng, J. (2013). Serviceability reliability analysis of prestressed concrete bridges. KSCE Journal of Civil Engineering, 17 (2), 415–425. https://doi.org/10.1007/s12205-013-1374-x
  • D’Angelo, L., & Nussbaumer, A. (2015). Reliability based fatigue assessment of existing motorway bridge. Structural Safety, 57, 35–42. https://doi.org/10.1016/j.strusafe.2015.07.001
  • El Hajj Chehade, F., & Younes, R. (2020). Structural reliability software and calculation tools: A review. Innovative Infrastructure Solutions, 5(1), 16. https://doi.org/10.1007/s41062-020-0282-4
  • El Hajj Chehade, F., Younes, R., Mroueh, H., & Hage Chehade, F. (2018). Use of stochastic optimization in the analysis of weigh-in-motion data. In Maintenance, safety, risk, management and life-cycle performance of bridges. Taylor & Francis Group.
  • Enright, B. (2010). Simulation of traffic loading on highway bridges. Dublin Institute of Technology.
  • Frangopol, D. M., & Imai, K. (2000). Geometrically nonlinear finite element reliability analysis of structural systems. II: Applications. Computers & Structures, 77 (6), 693–709. https://doi.org/10.1016/S0045-7949(00)00011-0. https://doi.org/10.1016/S0045-7949(00)00011-0
  • Gilbert, R. I. (2013). Time-dependent stiffness of cracked reinforced and composite concrete slabs. Procedia Engineering, 57, 19–34. https://doi.org/10.1016/j.proeng.2013.04.006
  • Gilbert, R. I., & Ranzi, G. (2010). Time-dependent behaviour of concrete structures. CRC Press Taylor & Francis Group. https://www.crcpress.com/Time-Dependent-Behaviour-of-Concrete-Structures/Gilbert-Ranzi/p/book/9780415493840.
  • Grave, S. A. J., O’Brien, E. J., (2000). and A. J. & O’Connor, The determination of site-specific imposed traffic loadings on existing bridges. In M. J. Ryall, G. A. R. Parke, and J. E. Harding (Eds.), Bridge Management 4, 422–429. Thomas Telford.
  • Guo, T., Sause, R., Frangopol, D. M., & Li, A. (2010). Time-dependent reliability of PSC box-girder bridge considering creep, shrinkage, and corrosion. Journal of Bridge Engineering, 16 (1), 29–43. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000135. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000135
  • Hajializadeh, D., Stewart, M. G., Enright, B., & O’Brien, E. (2016). Spatial time-dependent reliability analysis of reinforced concrete slab bridges subject to realistic traffic loading. Structure and Infrastructure Engineering, 12 (9), 1137–1152. https://doi.org/10.1080/15732479.2015.1086385
  • Harman, D. J., & Davenport, A. G. (1979). A statistical approach to traffic loading on highway bridges. Canadian Journal of Civil Engineering, 6 (4), 494–513. https://doi.org/10.1139/l79-063
  • Harris, D. K. (2010). Assessment of flexural lateral load distribution methodologies for stringer bridges. Engineering Structures, 32 (11), 3443–3451. https://doi.org/10.1016/j.engstruct.2010.06.008
  • Hurd, M. K. (1985). Economical short span concrete bridges. http://www.concreteconstruction.net/_view-object?id=00000153-8b9c-dbf3-a177-9fbd966e0000.
  • Khor, E. H., Rosowsky, D. V., & Stewart, M. G. (2001). Probabilistic analysis of time-dependent deflections of rc flexural members. Computers & Structures, 79 (16), 1461–1472. https://doi.org/10.1016/S0045-7949(01)00047-5
  • Kostandyan, E., & Sørensen, JOHN. (2014). Dependent systems reliability estimation by structural reliability approach. International Journal of Performability Engineering, 10 (6), 605–614.
  • Kwon, K., & Frangopol, D. M. (2010). Bridge fatigue reliability assessment using probability density functions of equivalent stress range based on field monitoring data. International Journal of Fatigue, 32 (8), 1221–1232. https://doi.org/10.1016/j.ijfatigue.2010.01.002
  • Liu, Y., Zhang, H., Liu, Y., Deng, Y., Jiang, N., & Lu, N. (2017). Fatigue reliability assessment for orthotropic steel deck details under traffic flow and temperature loading. Engineering Failure Analysis, 71, 179–194. https://doi.org/10.1016/j.engfailanal.2016.11.007
  • M. Okeil, A., El-Tawil, S., & Shahawy, M. (2002). Flexural reliability of reinforced concrete bridge girders strengthened with carbon fiber-reinforced polymer laminates. Journal of Bridge Engineering, 7 (5), 290–299. https://doi.org/10.1061/(ASCE)1084-0702(2002)7:5(290)
  • Massonnet, C. (1962, January). Compléments à La Méthode de Calcul Des Ponts à Poutres Multiples. Annales de l’ITBTP, N169, 1–36.
  • Meystre, T., & Hirt, M. A. (2006). Evaluation de Ponts Routiers Existants Avec Un Modèle de Charge de Trafic Actualisé. Mandat de recherche AGB 2002/005. Berne.
  • Naess, A., & Moan, T. (2005). Probabilistic design of offshore structures. In S. Chakrabarti. Handbook of offshore engineering.ISBN 978-0-08-044381-2. Elsevier Ltd.
  • Nechvoglod, V., & Rapattoni, F. (2000). Live load deflection limits for Australian road bridges, 105–119. ARRB Group Limited.
  • Nowak, A. S., & Szerszen, M. M. (2000). Structural reliability as applied to highway bridges. Progress in Structural Engineering and Materials, 2 (2), 218–224. https://doi.org/10.1002/1528-2716(200004/06)2:23.0.CO
  • O’Brien, E. J., & Enright, B. (2011). Modeling same-direction two-lane traffic for bridge loading. Structural Safety, 33 (4-5), 296–304. https://doi.org/10.1016/j.strusafe.2011.04.004
  • O’Brien, E. J., Caprani, C. C., & O'Connell, G. J. (2006). Bridge assessment loading: A comparison of West and Central/East Europe. Bridge Structures, 2 (1), 25–33. https://doi.org/10.1080/15732480600578451
  • O’Brien, E. J., Znidaric, A., Brady, K. C., González, A., and O’Connor, A. (2005). Procedures for the Assessment of Highway Structures. http://irserver.ucd.ie/handle/10197/2530.
  • Saad, L., Aissani, A., Chateauneuf, A., & Raphael, W. (2016). Reliability-based optimization of direct and indirect LCC of RC bridge elements under coupled fatigue-corrosion deterioration processes. Engineering Failure Analysis, 59, 570–587. https://doi.org/10.1016/j.engfailanal.2015.11.006
  • Stewart, M. G., & Rosowsky, D. V. (1998). Time-dependent reliability of deteriorating reinforced concrete bridge decks. Structural Safety, 20 (1), 91–109. https://doi.org/10.1016/S0167-4730(97)00021-0. https://doi.org/10.1016/S0167-4730(97)00021-0
  • Sýkora, M., Holický, M., & Marková, J. (2013). Verification of existing reinforced concrete bridges using the semi-probabilistic approach. Engineering Structures, 56, 1419–1426. https://doi.org/10.1016/j.engstruct.2013.07.015
  • Thoft-Christensen, P., and Baker, M. J. (1982). Structural reliability theory and its applications. Springer-Verlag. https://doi.org/10.1007/978-3-642-68697-9
  • Thoft-Christensen, P., Middleton, C. R. (1997). Reliability Assessment of Concrete Bridges. Dept. of Building Technology and Structural Engineering. http://vbn.aau.dk/ws/files/198622269/Reliability_Assessment_of_Concrete_Bridges.pdf.
  • Tu, B., Fang, Z., Dong, Y., & Frangopol, D. M. (2017). Time-variant reliability analysis of widened deteriorating prestressed concrete bridges considering shrinkage and creep. Engineering Structures, 153, 1–16. https://doi.org/10.1016/j.engstruct.2017.09.060
  • Val, D. V., Stewart, M. G., & Melchers, R. E. (1998). Effect of reinforcement corrosion on reliability of highway bridges. Engineering Structures, 20 (11), 1010–1019. https://doi.org/10.1016/S0141-0296(97)00197-1
  • Xia, H. W., Ni, Y. Q., Wong, K. Y., & Ko, J. M. (2012). Reliability-based condition assessment of in-service bridges using mixture distribution models. Computers & Structures, 106–107, 204–213. https://doi.org/10.1016/j.compstruc.2012.05.003.
  • Xie, H., Wang, Y., & Zou, R. (2015). Reliability analysis of RC T-beam highway bridges in china based on a virtual bridge dataset. Engineering Structures, 104, 133–140. https://doi.org/10.1016/j.engstruct.2015.09.029
  • Yuefei, L., Dagang, L., & Xueping, F. (2014). Reliability updating and prediction of bridge structures based on proof loads and monitored data. Construction and Building Materials, 66, 795–804. https://doi.org/10.1016/j.conbuildmat.2014.06.025
  • Zhou, X., Schmidt, F., Toutlemonde, F., & Jacob, B. (2013). Applying weigh-in-motion traffic data to reliability based assessment of bridge structures. France.

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