Effect of Temperature on Thermal Properties of High-Strength Concrete-Reference-Cited by-同舟云学术

Effect of Temperature on Thermal Properties of High-Strength Concrete

Published:2003-04 Issue:2 Volume:15 Page:101-107
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kodur V. K. R.¹,Sultan M. A.²

Affiliation:

1. Senior Research Officer, Institute for Research in Construction, National Research Council of Canada, Canada.

2. Senior Research Officer, Institute for Research in Construction, National Research Council of Canada, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282003%2915%3A2%28101%29

Reference15 articles.

1. Diederichs U. Jumppanen U. M. and Schneider U. (1995). “High temperature properties and spalling behavior of high strength concrete.” Proc. 4th Weimar Workshop on High Performance Concrete HAB Weimar Weimar Germany 219–235.

2. Thermal properties of concrete at elevated temperatures.;Harmathy T. Z.;J. Mater.,1970

3. Kodur V. K. R. (1997a). “Studies on the fire resistance of high strength concrete at the National Research Council of Canada.” Proc. Fire Performance of High Strength Concrete National Institute of Standards and Technology Gaithersburg Md. 75–86.

4. Kodur V. K. R. (1997b). “Fiber-reinforced concrete for enhancing the structural fire resistance of columns.” Proc. ACI Spring Convention American Concrete Institute Detroit (in press).

5. Kodur V. R. (2000). “Spalling in high strength concrete exposed to fire: concerns causes critical parameters and cures.” Proc. ASCE Structures Congress ASCE Reston Va. 1–8.

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