Service Life Prediction Based on Carbonation Reliability Theory for Reinforced Concrete under Mechanical Load

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Abstract:

A carbonation model of reinforced concrete structures subjected to mechanical load based on experimental work is proposed in the paper. Correspondingly, a series of reliability analysis and service life prediction is carried out and reasonable results are acquired. Besides the effect of concrete cover, it indicates that mechanical load impacts the reliability and service life of the reinforced concrete structures significantly through example calculation. In the case of concrete cover of 40mm, the service life is shortened nearly half under a tensile load of 60% while the service life is lengthened 30% under a compressive load of 30%. In service life design or long term performance assessment, more work should be done with the consideration of the mechanical load effect.

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Periodical:

Advanced Materials Research (Volumes 243-249)

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1156-1162

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May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] ANNEX——Reliability analysis principles, JCSS, publication by Michel BRUSIN, (2001), pp.133-162

Google Scholar

[2] General Guidelines for Durability Design and Redesign, European Union: Brite EuRam Ⅲ, DuraCrete (2000)

Google Scholar

[3] Proposed Recommendation on Durability Design for Concrete Structures, JSCE, No.14, (1990)

Google Scholar

[4] Performance Criteria for Concrete Durability, Edi. J Kropp and H.K Hilsdorf, RILEM Report 12, E&FN SPON, (1995)

Google Scholar

[5] Durability Design of Concrete Structures, Rilem Report 14, Edi. by A. Sarja and E.Vesikari, (1996)

Google Scholar

[6] Ha-Won Song, Chang-Hong Lee, Ho-Jin Kim, et al. Service Life Design of Reinforced Concrete Structures and its Verification. Proceedings of an International Workshop on Durability of Reinforced Concrete under Combined Mechanical and Climatic Loads. Edited by Tie-jun Zhao, Folker H. Wittmann and Ueda Tamon. Aedificatio Publishers, (2005), p.15

Google Scholar

[7] Odd E. Gjørv. Durability Design of Concrete Structures in Severe Environments. Taylor & Francis, (2009)

Google Scholar

[8] Ming Zhang. Structural Reliability Analysis—Methods and Procedures. Science Press, (2009) (in Chinese)

Google Scholar

[9] Rackwitz R, Fiessler B. Computers & Structures, Vol. 9, (1978), p.489

Google Scholar

[10] Hohenbichler M, Rackwitz R. Journal of the Engineering Mechanics Division, ASME, Vol. 107, (1981), p.1227

Google Scholar

[11] Paloheimo E, Hannus H. Journal of the Structural Division, ASCE, 100(ST7), (1974), p.1367

Google Scholar

[12] Zhao Guofan. Journal of Building Structures, 5(03), (1984), p.1 (in Chinese)

Google Scholar

[13] Xiaomei WAN, Tiejun ZHAO, Fuxiang JIANG, Qing SU. Experimental Research on Carbonation Performance of Mechanical Loaded Concrete. PROCEEDINGS OF THE FIFTH SYMPOSIUM ON STRAIT CROSSINGS, TRONDHEIM, NORWAY, June 21–24, (2009), p.525

Google Scholar

[14] Standard China. GB50068-2001 Unified Standard for Reliability Design of Building Structures, (2001)

Google Scholar

[15] NS 3490: Design of Structures: Requirements to Reliability, Standard Norway, Oslo (in Norwegian)

Google Scholar