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Specific Research Interests and Activities: Infrastructure Durability
and Sustainability Infrastructure Security Geotechnical and Materials To predict the service-life of a structure under variable environmental and loading conditions, one must develop accurate and robust predictive techniques. Our studies are concerned with predicting the deterioration of concrete structures due to thermal, moisture, chlorides, and carbonation effects and due to corrosion of steel reinforcement. Advanced analytical techniques based on finite element analysis are developed to predict the effects of these phenomena on durability of concrete structures, and to estimate their service-life. The short- and long-term characteristics of steel, concrete, fibre-reinforced polymers, geogrids and geotextiles are studied in the laboratory, including their strength, stiffness, creep, shrinkage, thermal and moisture absorption characteristics. The data is used to derive design parameters for codes and standards. Stresses induced by frost-heave in chilled gas pipelines that traverse discontinuous permafrost can cause the pipelines to rupture. Advanced numerical techniques are developed to predict the extent of frost heave and its effect on pipeline deformations and stresses. Recent Publications: Espander, R., Lotfi, V. and Razaqpur, A.G., " Earthquake Analysis of Concrete Arch Dams," Journal of European Association for Earthquake Engineering, No. 2, 2004, pp. 46-57. Razaqpur, A.G., Isgor, B.O.S., Greenaway, S., Selley, A., "Concrete Contribution to the Shear Resistance of FRP Reinforced Concrete Members," Journal of Composites for Construction, American Society of Civil Engineers, Sept/Oct 2004, pp 452-460. Isgor, O.B., Razaqpur, A..G. "Finite Element Modeling of Coupled Heat Transfer, Moisture Transport and Carbonation Processes in Concrete Structures," Journal of Cement and Concrete Composites, Vol 26, No. 1, 2004, pp. 57-73. Espander, R., Lotfi V., Razaqpur, G., "Influence of effective parameters of non-orthogonal smeared crack approach in seismic response of concrete arch dams," Canadian Journal of Civil Engineering, Vol. 30, No. 5, October 2003, pp. 890-901. Razaqpur, A.G., Nofal, M., and Vasilescu, A., "An Improved Quadrilateral Finite Element for Analysis of Thin Plates". Journal of Finite Element in Analysis and Design, Vol. 40, No. l, Nov. 2003, pp. 1-23. Razaqpur, A.G,, Isgor, O.B. "A Rational Method for Calculating Deflection of Continuous FRP Reinforced Concrete Beams " SP-210, American Concrete Institute, 2003, pp. 191-208. Chidiac, S.E, Maadani. O. Razaqpur, A.G. and Mailvaganam, N.P., "Correlation of Rheological Properties to Durability and Strength of Hardened Concrete," Journal of Materials in Civil Engineering, American Society of Civil Engineers, Vol. 15, No. 4, July/August 2003, pp. 391-399. Hassan, Y., A.O. Abd El Halim, A.G.
Razaqpur, W. Bekheet, and M. Farha, "Effects of Runway Deicers on
Pavement Materials and Mixes: Comparison with Road Salt," Journal
of Transportation Engineering, American Society of Civil Engineers, ASCE,
Vol. 128(4), July/August 2002, pp. 385-391. |
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