displaying 1 - 10 results in total 979
Issen, L. A.; Gustaferro, A. H.; Carlson, C. C.
view article (1.0)Fire Tests of Concrete Members: An Improved Method for Estimating Thermal Restraint Forces.National Bureau of Standards, Gaithersburg, MD; Portland Cement Assoication, Skokie, ILASTM SP 464, 1969, 34 p.American Society for Testing and Materials. Fire Test Performance. Winter Meeting. Proceedings. ASTM STP 464. February 2-7, 1969, American Society for Testing and Materials, Philadelphia, PA, 153-185 p., 1969Nixon, P. J.
view article (1.0)Changes in Portland Cement Properties and Their Effects on Concrete.Fire Research Station, Borehamwood, EnglandBRE IP 03/86, March 1986, 3 p.Czarnecki, L.; Garbacz, A.; Lukowski, P.; Clifton, J. R.
view article (1.0)Polymer Composites for Repairing of Portland Cement Concrete: Compatibility Project.Warsaw University of Technology, Poland; National Institute of Standards and Technology, Gaithersburg, MDNISTIR 6394, November 1999, 87 p.Williamson, R. B.; Rashed, A. I.
view article (1.0)High Strength Concrete and Mortars in High Temperature Environments.California Univ., BerkeleyEnergy Department, Washington, DC, CIB W14/86/28 (USA),Materials Research Society Symposium Proceedings, Vol. 42, 1985, 295-303 p., 1985Garboczi, E. J.; Bentz, D. P.
view article (1.0)Effect of Interfacial Transition Zone on Concrete Properties: The Dilute Limit.National Institute of Standards and Technology, Gaithersburg, MDMaterials for the New Millennium. Materials Engineering, 4th Conference. Proceedings. Volume 2. November 10-14, 1996, American Society of Civil Engineers, New York, NY, Washington, DC, Chong, K. P., Editors, 1228-1237 p., 1996Jumppanen, U. M.; Diederichs, U.; Hinrichsmeyer, K.
view article (1.0)Material Properties of F-Concrete at High Temperatures.Technical Research Centre of Finland, EspooVTT Research Report 452, November 1986, 60 p.Khoury, G. A.; Grainger, B. N.; Sullivan, P. J. E.
view article (1.0)Transient Thermal Strain of Concrete: Literature Review, Conditions Within Specimen and Behavior of Individual Constituents. Transient Thermal Strain of Concrete During First Heating Cycle to 600 Deg. C.Imperial College of Science and Technology, London, England; Central Electricity Research Labs., Surrey, EnglandMagazine of Concrete Research, Vol. 37, No. 132, 131-144, September 1985CIB W14/86/45 (UK),Khoury, G. A.; Grainger, B. N.; Sullivan, P. J. E.
view article (1.0)Strain of Concrete During First Cooling From 600 Deg. C Under Load. Transient Thermal Strain of Concrete During First Heating Cycle to 600 Deg. C.Imperial College of Science and Technology, London, England; Central Electricity Research Labs., Surrey, EnglandMagazine of Concrete Research, Vol. 38, No. 134, 1-12, March 1986CIB W14/86/45 (UK),Bullington, M. E.
view article (1.0)Comments on Collecting Accelerants From Concrete.JRB Investigations, Inc., Largo, FLFire and Arson Investigator, Vol. 36, No. 4, 48, June 1986Gillen, M.
view article (1.0)Short-Term Creep of Concrete at Elevated Temperatures.Construction Technology Laboratories, Skokie, ILNational Bureau of Standards, Gaithersburg, MD, NBS GCR 82-407, September 1982, 112 p.