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P. Konecný, P. Lehner, J. Brozovský and M. Krejsa

Faculty of Civil Engineering, VŠB - Technical University of Ostrava, Czech Republic

doi:10.4203/ccp.108.18

, "Multilevel Durability Analysis of Concrete Bridge Deck Exposed to Chlorides", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 18, 2015. doi:10.4203/ccp.108.18

Keywords: concrete, durability assessment, corrosion, reinforcement, initiation, propagation, chlorides, probability, Monte Carlo.

Summary

This paper introduces the analysis of reinforced concrete bridge decks exposed to chlorides with respect to several levels of reliability assessment. The first level is focused on the initiation phase. The second level of assessment focuses on the development of disproportionately large cracks in the concrete cover arising from the growth in corrosive products. The third stage of the reliability assessment addresses the ultimate limit state. The bending carrying capacity is combined with Ritz method, which is used for calculation of internal forces.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 108 PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping Paper 18 Multilevel Durability Analysis of Concrete Bridge Deck Exposed to Chlorides P. Konecný, P. Lehner, J. Brozovský and M. Krejsa Faculty of Civil Engineering, VŠB - Technical University of Ostrava, Czech Republic doi:10.4203/ccp.108.18 purchase the full-text of this paper Full Bibliographic Reference for this paper , "Multilevel Durability Analysis of Concrete Bridge Deck Exposed to Chlorides", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 18, 2015. doi:10.4203/ccp.108.18 Keywords: concrete, durability assessment, corrosion, reinforcement, initiation, propagation, chlorides, probability, Monte Carlo. Summary This paper introduces the analysis of reinforced concrete bridge decks exposed to chlorides with respect to several levels of reliability assessment. The first level is focused on the initiation phase. The second level of assessment focuses on the development of disproportionately large cracks in the concrete cover arising from the growth in corrosive products. The third stage of the reliability assessment addresses the ultimate limit state. The bending carrying capacity is combined with Ritz method, which is used for calculation of internal forces. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £75 +P&P)
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