Pitting Corrosion Model for Partial Prestressed Concrete (Pc) Structures in a Chloride Environment
Abstract
Keywords
Full Text:
PDFReferences
Proverbio, E. and Ricciardi, G., 2000, Failure of a 40 Year Old Post-tensioned Bridge Near Seaside, Proc. Int. Conf. Eurocorr 2000, London, 10-14 September.
Papadakis, V.G., Roumeliotis, A.P., Fardis, M.N. and Vagenas, C.G., 1996, Mathematical Modelling of Chloride Effect on Concrete Durability and Protection Measures, Concrete Repair, Rehabilitation and Protection, R. K. Dhir and M. R. Jones (Eds), E & FN Spon, London, pp. 165-174.
Vu, K.A.T. and Stewart, M.G., 2000, Structural reliability of concrete bridges including improved chloride-induced corrosion models, Structural Safety, Vol. 22, No. 4, pp. 313-333.
Val, D.V. and Melchers, R.E., 1997, Reliability of deteriorating reinforced concrete slab bridges, Journal of Structural Engineering, Vol. 123, No. 12, pp. 1638-1644.
Darmawan, M.S. and Stewart, M.G., 2006, Effect of spatially variable pitting corrosion on structural reliability of prestressed concrete bridge girders, Australian Journal of Structural Engineering, Vol. 6, No. 2, pp. 147-158.
Darmawan, M.S., 2007, Pitting Corrosion Model for Reinforced Concrete Structures in A Chloride Environment, The future development in civil engineering based on research and practical
experience (International Conference), 26-27 September, University Pelita Harapan and University Stuttgart Germany, Lippo Karawaci, Jakarta, Indonesia, CD-ROM.
ASTM G1-03, 1999, Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens, American Standard Testing Materials (ASTM), West Conshohocken, Pennsylvania, USA.
Darmawan, M.S. and Stewart, M.G., 2007, Spatial Time-Dependent Reliability Analysis of Corroding Pretensioned Prestressed Concrete Bridge Girders, Structural Safety, Vol. 29, No. 1, pp. 16-31.
Stewart, M.G., 1995, Workmanship and Its Influence on Probabilistic Models of Concrete Compressive Strength, ACI Materials Journal, Vol. 92, No. 4, pp. 361-372.
Mirza, S. A., Kikuchi, D. K. and MacGregor, J. G., 1980, Flexural Strength Reduction Factor for Bonded Prestressed Concrete Beams, ACI Journal, Vol. 77, No. 4, pp. 237-246.
Mirza, S.A. and MacGregor, J.G., 1979a, Variability of Mechanical Properties of Reinforcing Bars, Journal of the Structural Division, ASCE, Vol. 105, No. ST5, pp. 921-937.
Mirza, S.A. and MacGregor, J.G., 1979b, Variations in Dimensions of Reinforced Concrete Members, Journal of the Structural Division, ASCE, Vol. 105, No. ST4, pp. 751-766.
Ellingwood, B., Galambos, T.V., MacGregor, J.G. and Cornell C. A., 1980, Development of a Probability Based Load Criterion for American National Standard A58, National Bureau of Standards Special Publication 577, US Government Printing Office, Washington DC.
Vu, K. A. T. and Stewart, M.G., 2000, Structural Reliability of Concrete Bridges Including Improved Chloride-induced Corrosion Models, Structural Safety, Vol. 22, No. 4, pp. 313-333.
Warner, R. F., Rangan, B. V., Hall, A. S. and Faulkes K. A., 1998, Concrete Structures, Longman Press, Melbourne.
AS 3600, 2001, Concrete Structures, Standards Association of Australia, Homebush, New South Wales, Australia.
BRITE/EURAM, 1995, The Residual Service Life of Reinforced Concrete Structures, Final Technical Report, Report No. BRUECT92- 0591.Jones, D. A., Principles and Prevention of Corrosion, Macmillan Publishing Co, New York, N. Y.
DOI: http://dx.doi.org/10.12962/j20882033.v20i3.109
Refbacks
- There are currently no refbacks.
IPTEK Journal of Science and Technology by Lembaga Penelitian dan Pengabdian kepada Masyarakat, ITS is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on a work at https://iptek.its.ac.id/index.php/jts.