displaying 71 - 79 results in total 79
Al-Akhras, N. M.; Al-Akhras, K. M.; Attom, M. F.
view article (1.0)Performance of Olive Waste Ash Concrete Exposed to Elevated Temperatures.Jordan University of Science and Technology, Irbid, Jordan; American University of Sharjah, Sharjah, UAEFire Safety Journal, Vol. 44, No. 3, 370-375, April 2009Henkensiefken, R.; Castro, J.; Kim, H.; Bentz, D. P.; Weiss, J.
view article (1.0)J., Internal Curing Improves Concrete Performance Throughout Its Life.US Concrete, San Jose, CA; National Ready Mixed Concrete Association, College Park, MD; National Institute of Standards and Technology, Gaithersburg, MD; Purdue Univ., West Lafayette, INConcrete in FOCUS, Vol. 8, No. 5, 22-30, September/October 2009Bentz, D. P.; Peltz, M. A.; Winpigler, J. A.
view article (1.0)Early-Age Properties of Cement-Based Materials. Part 2: Influence of Water-to-Cement Ratio.National Institute of Standards and Technology, Gaithersburg, MDJournal of Materials in Civil Engineering, Vol. 21, No. 9, 512-517, September 2009Leiva, C.; Vilches, L. F.; Vale, J.; Fernandez-Pereira, C.
view article (1.0)Fire Resistance of Biomass Ash Panels Used for Internal Partitions in Buildings.Seville Univ., SpainFire Safety Journal, Vol. 44, No. 4, 622-628, May 2009Bingol, A. F.; Gul, R.
view article (1.0)Residual Bond Strength Between Steel Bars and Concrete After Elevated Temperatures.Atatürk Univ., Erzurum, TurkeyFire Safety Journal, Vol. 44, No. 6, 854-859, August 2009Bentz, D. P.; Irassar, E. F.; Bucher, B. E.; Weiss, W. J.
view article (1.0)Limestone Fillers Conserve Cement. Part 1. An Analysis Based on Powers' Model.National Institute of Standards and Technology, Gaithersburg, MD; Universidad Nacional del Centro de la Provincia de Buenos Aires, Olavarria, Argentia; Purdue Univ., West Lafayette, INConcrete International, Vol. 31, No. 11, 41-46, November 2009Bentz, D. P.; Irassar, E. F.; Bucher, B. E.; Weiss, W. J.
view article (1.0)Limestone Fillers Conserve Cement. Part 2. Durability Issues and the Effects of Limestone Fineness on Mixtures.National Institute of Standards and Technology, Gaithersburg, MD; Universidad Nacional del Centro de la Provincia de Buenos Aires, Olavarria, Argentia; Purdue Univ., West Lafayette, INConcrete International, Vol. 31, No. 12, 35-39, December 2009Chen, B.; Li, C.; Chen, L.
view article (1.0)Experimental Study of Mechanical Properties of Normal-Strength Concrete Exposed to High Temperatures at an Early Stage.Shanghai Jiaotong Univ., Shanghai 200240, PR ChinaFire Safety Journal, Vol. 44, No. 7, 997-1002, October 2009Behnood, A.; Ghandehari, M.
view article (1.0)Comparison of Compressive and Splitting Tensile Strength of High-Strength Concrete With and Without Polypropylene Fibers Heated to High Temperatures.Iran University of Science and Technology, Tehran, Iran; Brooklyn Polytechnic University, New York, NYFire Safety Journal, Vol. 44, No. 8, 1015-1022, November 2009