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Concrete In Australia : December 2010
Concrete in Australia Vol 36 No 4 35 REFERENCES Al-Khaiat, H. and Fattuhi, N. (2002), Carbonation of Concrete Exposed to Hot and Arid Climate, Journal of Materials in Civil Engineering, 14(2): 97-107. AS (2008b). Bridge Design -- part 5: Concrete. AS 5100.5, Standards Australia. AS (2009). Concrete Structure. Australian Standard 3600-2009, Standards Australia. CSIRO (2007). Climate Change in Australia. Technical Report. CSIRO, Melbourne. DuraCrete (2000). Statistical Quantification of the Variables in the Limit State Functions, DuraCrete -- Probabilistic Performance based Durability Design of Concrete Structures. EU -- Brite EuRam III, Contract BRPR-CT95-0132, Project BE95-1347/R9, January 2000, 130 p. El Maaddawy, T. and Soudki, K.A. (2007). A Model for Prediction of Time from Corrosion Initiation to Corrosion Cracking. Cement & Concrete Composites, 29(3): 168-175. Enevoldsen, J.N., Hansson, C.M. and Hope, B.B. (1994), e Influence of Internal Relative Humidity on the Rate of Corrosion of Steel Embedded in Concrete and Mortar, Cement and Concrete Research, 24(7): 1372-1382. ES (2000). Concrete -- Part 1: Specification Performance, Production and Conformity. EN 206-1, European Standards. IPCC (Intergovernmental Panel on Climate Change) (2000). Emission Scenarios. Special Report of the Intergovernmental Panel on Climate Change. Edited by Nakicenovic N and Swart R. Cambridge University Press, UK. IPCC (2007). Climate Change 2007 -- the Fourth Assessment Report. Cambridge University Press, United Kingdom. McNeil, B. I., Matear, R. J. (2008). Southern ocean acidification: a tipping point at 450-ppm atomospheric CO2. PNAS, 105(48): 18860-18864. Mullard, J.A. and Stewart, M.G. (2009), Corrosion-Induced Cover Cracking: New Test Data and Predictive Models, ACI Structural Journal, (in press). see also Mullard, J.A. and Stewart, M.G. (2009). Corrosion-Induced Cover Cracking of RC Structures: New Experimental Data and Predictive Models. Research Report No. 275.01.2009, Centre for Infrastructure Performance and Reliability, e University of Newcastle, NSW, Australia. Neville, A. M. (1999). Properties of Concrete, 4th Edition. Pearson Education Limited, England. Peng, J. and Stewart, M.G. (2008), Carbonation-Induced Corrosion Damage and Structural Safety for Concrete Under Enhanced Greenhouse Conditions, Research Report No. 270.11.2008, Centre for Infrastructure Performance and Reliability, e University of Newcastle, NSW, Australia. Rahmstorf, S., Cazenave, A., Church, J. A., Hansen, J. E., Keeling, R. F., Parker, D. E. and Somerville R. C. J. (2007). Recent Climate Observation Compared to Projections. Science, Vol 316, p.709 Russell, D., Basheer, P.A.M., Rankin, G.I.B. and Long, E.A. (2001), Effect of Relative Humidity and Air Permeability on Prediction of the Rate of carbonation of Concrete, Proceedings of the Institution of Civil Engineers, 146(3): 319-326 Wang, C-H. and Wang, X. (2009a). Hazard of Extreme Wind Gust in Australia and its Sensitivity to Climate Change. Technical Report of National Research Flagships -- Climate Adaptation. CSIRO, Melbourne. Wang, C-H. and Wang, X. (2009b). Hazard of extreme wind gusts to buildings in Australia and its sensitivity to climate change. 18th World IMACS / MODSIM Congress, Cairns, Australia 13-17, July, 2009. Wigley, T.M.L., Richels, R. and Edmonds, J.A.(1996). Economic and environmental choices in the stabilization of atmospheric CO2 concentrations. Nature 379, 240--243. Yoon, I.S., Copuroglu, O., and Park, K.B. (2007). Effect of global climatic change on carbonation progress of concrete. Atmospheric Environment, 41: 7274-7285.