1. bookVolume 15 (2019): Edition 2 (June 2019)
Détails du magazine
License
Format
Magazine
eISSN
2784-1391
Première parution
12 Apr 2013
Périodicité
4 fois par an
Langues
Anglais
Accès libre

Probabilistic Analysis for Estimation of the Initiation Time of Corrosion

Publié en ligne: 02 Aug 2019
Volume & Edition: Volume 15 (2019) - Edition 2 (June 2019)
Pages: 1 - 13
Détails du magazine
License
Format
Magazine
eISSN
2784-1391
Première parution
12 Apr 2013
Périodicité
4 fois par an
Langues
Anglais

[1] Bastidas-Arteaga, E. & Schoefs, F. (2012). Stochastic improvement of inspection and maintenance of corroding reinforced concrete structures placed in unsaturated environments, Engineering Structures, 41, 50-62. DOI: 10.1016/j.engstruct.2012.03.011.10.1016/j.engstruct.2012.03.011Ouvrir le DOISearch in Google Scholar

[2] Bastidas-Arteaga, E. & Schoefs, F. (2015). Sustainable maintenance and repair of RC coastal structures, Maritime Engineering, 168(4), 162-173. DOI: 10.1680/jmaen.14.00018.10.1680/jmaen.14.00018Ouvrir le DOISearch in Google Scholar

[3] Koch, G.H., Thompson, N.G., Moghissi, O., Payer, J.H., & Varney, J. (2016). IMPACT (International Measures of Prevention, Application, and Economics of Corrosion Technologies Study, Houston, TX: NACE International, Report No. OAPUS310GKOCH (AP110272).Search in Google Scholar

[4] Morcous, G., Lounis, Z.& Mirza, M.S. (2002). Service-life prediction of concrete bridge decks using case-based reasoning, In: Proceedings of 6th International Conference on Short and Medium Span Bridges, Vancouver, Canada, 769-776. Retrieved 15 December 2018, from: https://pdfs.semanticscholar.org/c6c7/989a254ae3e2fe3b9c0a8ed8122379f1a9fa.pdfSearch in Google Scholar

[5] Lounis, Z. (2003).Probabilistic modeling of chloride contamination and corrosion of concrete bridge structures, In: Proceedings of International Symposium on Uncertainty Modeling and Analysis, College Park, USA, 447-451. DOI: 10.1109/ISUMA.2003.1236199.10.1109/ISUMA.2003.1236199Ouvrir le DOISearch in Google Scholar

[6] Daigle, L., Lounis, Z. & Cusson, D. (2004). Numerical prediction of early age cracking and corrosion in high performance concrete bridges, Innovations in bridge engineering session of the annual conference of the transportation association of Canada, Québec, Canada.Search in Google Scholar

[7] Darmawan, M.S. & Stewart, G.M. (2006). Effect of Spatially Variable Pitting Corrosion on Structural Reliability of Prestressed Concrete Bridge Girders, Australian Journal of Structural Engineering, 6(2), 147-158. DOI: 10.1080/13287982.2006.11464951.10.1080/13287982.2006.11464951Ouvrir le DOISearch in Google Scholar

[8] Shayanfar, M.A., Barkhordari, M.A. & Ghanooni-Bagha, M. (2015). Estimation of Corrosion Occurrence in RC Structure Using Reliability Based PSO Optimization, Periodica Polytechnica Civil Engineering, 59(4), 531-542. DOI: 10.3311/PPci.7588.10.3311/PPci.7588Search in Google Scholar

[9] Nguyena, P.T., Bastidas-Arteagaa, E., Amiria, O., & El Soueidya, C. (2017). An efficient chloride ingress model for long-term lifetime assessment of reinforced concrete structures under realistic climate and exposure conditions, International Journal of Concrete Structures and Materials, 11(2), 199-213. DOI: 10.1007/s40069-017-0185-8.10.1007/s40069-017-0185-8Ouvrir le DOISearch in Google Scholar

[10] Estes, A.C., & Frangopol, D.M. (1999). Repair optimisation of highway bridges using system reliability approach, Structure Engineering, 125(7), 766-775. Retrieved 15 December 2018, from: https://digitalcommons.calpoly.edu/cgi/viewcontent.cgi?referer=https://scholar.google.com/&httpsredir=1&article=1018&context=aen_fac.Search in Google Scholar

[11] Ying, L. & Vrouwenvelder, A.C.W.M. (2007).Service life prediction and repair of concrete structures with spatial variability, Heron, 52(4), 251-268. Retrieved 15 December 2018, from: https://www.researchgate.net/publication/27343534_Service_life_prediction_and_repair_of_concrete_structures_with_spatial_variability.Search in Google Scholar

[12] Malioka, V. (2009). Condition Indicators for the Assessment of Local and Spatial Deterioration of Concrete Structures. Institute of Structural Engineering Swiss Federal Institute of Technology, Zurich. Retrieved 20 January 2017, from: https://www.research-collection.ethz.ch/handle/20.500.11850/151976 .Search in Google Scholar

[13] Lounis, Z. &Daigle, L. (2008) Reliability-based decision support tool for life cycle design and management of highway bridge decks, In : Bridges – Links to a Sustainable Future Session of the 2008 Annual Conference of the Transportation Association of Canada, Toronto, Canada, Sep, 21-24, 1-19.Search in Google Scholar

[14] Vanmarcke, E.H.& Grigoriu, M. (1983).Stochastic finite element analysis of simple beams, Journal of Engineering Mechanics, 109(5), 1203-1214. DOI: 10.1061/(ASCE)0733-9399(1983)109:5(1203).10.1061/(ASCE)0733-9399(1983)109:5(1203)Ouvrir le DOISearch in Google Scholar

[15] Spanos, P.D. & Ghanem, R. (1989).Stochastic Finite Element Expansion for Random Media, Journal of Engineering Mechanics, 115(5), 1035-1053. DOI: 10.1061/(ASCE)0733-9399(1989)115:5(1035).10.1061/(ASCE)0733-9399(1989)115:5(1035)Ouvrir le DOISearch in Google Scholar

[16] Sudret, B. & Berveiller, M. (2008). Stochastic finite element methods in geotechnical engineering, In : Reliability-Based design in Geotechnical Engineering: Computations and applications, Taylor & Francis (Eds.), New York, USA, pp. 260-297. ISBN 0203934245.Search in Google Scholar

[17] Sudret, B. (2008). Global sensitivity analysis using polynomial chaos expansion, Reliability Engineering And System Safety, 93(7), pp. 964-979. DOI: 10.1016/j.ress.2007.04.002.10.1016/j.ress.2007.04.002Ouvrir le DOISearch in Google Scholar

[18] Houmadi, Y., Ahmedb, A.& Soubrab, A. (2012). Probabilistic analysis of a one-dimensional soil consolidation problem, Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 6(1), pp. 36-49. DOI: 10.1080/17499518.2011.590090.10.1080/17499518.2011.590090Ouvrir le DOISearch in Google Scholar

[19] Polder, R.B. &Rooij, M.R. (2005). Durability of marine concrete structures – field investigations and modelling, HERON, 50 (3), pp. 133-153, 18 december 2018, from: https://repository.tudelft.nl/view/tno/uuid:89ae49ea-71a3-418b-a399-7efc3e5b4d45.Search in Google Scholar

[20] Polder, R.B. &Rooij, M.R. (2003).Investigation of the concrete structure of the Eastern Scheldt Barrier after 20 years of exposure to marine environment, TNO-Report 2002-CI-R2118-3 final version.Search in Google Scholar

[21] Duracrete (2000). Statistical quantification of the variables in the limit state functions. Technical report, The European Union - Brite EuRam III - Contract BRPR-CT95-0132- Project BE95-1347/R9.Search in Google Scholar

[22] Stewart, M.G. & Mullard, J.A. (2007). Spatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures, Engineering structures, 29(7), pp. 1457-1464. DOI: 10.1016/j.engstruct.2006.09.004.10.1016/j.engstruct.2006.09.004Ouvrir le DOISearch in Google Scholar

[23] Faber, M. H. &Sørensen, J. D. (2002). Indicators for Inspection and Maintenance Planning of Concrete Structures, Journal of Structural Safety, 4 (120), pp. 377-396. DOI: 10.1016/S0167-4730(02)00033-4.10.1016/S0167-4730(02)00033-4Ouvrir le DOISearch in Google Scholar

[24] Lemaire, M. Chateauneuf, A. & Mitteau, J.C. (2009).Preliminary Approach to Reliability in Mechanics, In: Structure Reliability, Jacky Mazars (Eds.), pp. 19-37. DOI: 10.1002 / 9780470611708.10.1002/9780470611708Ouvrir le DOISearch in Google Scholar

[25] Neville, A.M. (1995). Chloride Attack of Reinforced Concrete: An Overview, Materials and Structures, 28(2), 63-70. DOI: 10.1007/BF02473172.10.1007/BF02473172Ouvrir le DOISearch in Google Scholar

[26] Bamforth, P.B. & Price, W.F. (1993). Factors Influencing Chloride Ingress into Marine Concretes, International Conference - Concrete 2000, University of Dundee, Scotland, pp. 1105 – 1118. isbn:(0419189904).Search in Google Scholar

[27] Lounis, Z. & Amleh, L. (2003).Reliability based prediction of chloride ingress and reinforcement corrosion of aging concrete bridge decks, the 3rd international IABMAS workshop on life cycle cost analysis and design of civil infrastructure systems, Lausanne, Switzeland, pp. 139-147. https://nrc-ublications.canada.ca/eng/view/accepted/?id=b9ee359e-59da-4b31-acc7-1852de809064Search in Google Scholar

[28] Glass, G.K. & Buenfeld, N.R. (1995).Chloride levels for corrosion induced deterioration of steel in concrete, 1st RILEM workshop on Chloride Penetration into Concrete, St-Remy-Les-Chevreuses, France, October 15-18.Search in Google Scholar

[29] Euro-International Concrete Committee. (1992). Durable concrete structures, 2nd edition, Thomas Telford ed. n°183ISBN 978-0-7277-1620-0.Search in Google Scholar

[30] Groeneveld, R.A. & Meeden, G. (1984). Measuring Skewness and Kurtosis, The Statistician. 33 (4), pp. 391–399. DOI:10.2307/2987742.10.2307/2987742Ouvrir le DOISearch in Google Scholar

Articles recommandés par Trend MD

Planifiez votre conférence à distance avec Sciendo