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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, England
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September 1985
CIB W14/86/45 (UK),
Khoury, G. A.; Grainger, B. N.; Sullivan, P. J. E.
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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, England
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1-12,
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CIB W14/86/45 (UK),
Sullivan, P. J. E.; Khoury, G. A.
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Fire Performance of Various Concretes Deduced From Strain Measurements During First Heating.
Imperial College
ACI SP-92-10,
Evaluation and Repair of Fire Damage to Concrete,
American Concrete Inst., Detroit, MI,
Harmathy, T. Z., Editors,
175-196 p.,
1986
Khoury, G. A.; Sullivan, P. J. E.
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Research at Imperial College on the Effect of Elevated Temperatures on Concrete.
London Univ., England
Fire Safety Journal,
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April 1988
European Convention for Construction Steelwork (ECCS). Workshop on Mechanical Properties at Elevated Temperatures. June 12, 1986.,
Arnhem, The Netherlands,
Twilt, L., Editors,
1988
Schneider, U.; Schwesinger, P.; Debicki, G.; Diederichs, U.; Felicetti, R.; Franssen, J. M.; Furumura, F.; Jumppanen, U. M.; Khoury, G. A.; Millard, A.; Morris, W. A.; Phan, L. T.
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Recommendations of TC 129-MHT: Test Methods for Mechanical Properties of Concrete at High Temperatures. Part 4. Tensile Strength for Service and Accident Conditions.
National Institute of Standards and Technology, Gaithersburg, MD
Materials and Structures,
Vol. 33,
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219-223,
May 2000
Schneider, U.; Schwesinger, P.; Debicki, G.; Diederichs, U.; Felicetti, R.; Franssen, J. M.; Furumura, F.; Jumppanen, U. M.; Khoury, G. A.; Millard, A.; Morris, W. A.; Phan, L. T.
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Recommendations of TC 129-MHT: Test Methods for Mechanical Properties of Concrete at High Temperatures. Part 9. Shrinkage for Service and Accident Conditions.
National Institute of Standards and Technology, Gaithersburg, MD
Materials and Structures,
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May 2000