Physical-Mechanical Properties of the Modified Fine-Grained Concrete Subjected to Thermal Effects up to 200°С-Reference-Cited by-同舟云学术

Physical-Mechanical Properties of the Modified Fine-Grained Concrete Subjected to Thermal Effects up to 200°С

Published:2014-09 Issue: Volume:633-634 Page:1013-1017
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Korsun Volodymyr I.¹,Vatin Nikolai¹,Korsun Artem¹,Nemova Darya¹

Affiliation:

1. St. Petersburg State Polytechnical University

Abstract

The article introduces the results of the experimental research of the influence of elevated temperatures on the modified fine-grained concrete strength and strain under axial compression.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.633-634.1013.pdf

Reference16 articles.

1. Harmathy T.Z. Thermal Properties of Concrete at Elevated Temperatures. J. of Materials, Vol. 5. (1970). Pp. 47-74.

2. Nekrasov K.D., Zhukov V.Z., Gulyaeva V.F. Heavy-weight concrete effected by elevated temperatures. Moscow (1972). 128 pp. [in Russian].

3. Freskakis G.N. et al. Strength Properties of Concrete at Elevated Temperature. Civil Engineering Nuclear Power. ASCE National Convention. American Society of Civil Engineers. Boston. Vol. 1 (1979).

4. Kottas R., Seeberger J. and Hilsdorf H.K. Strength Characteristics of Concrete in the Temperature Range of 20° to 200°C. Paper in 5th International Conference on Structural Mechanics in Reactor Technology. Elsevier Science Publishers. The Netherlands. p.8 (1979).

5. Krichevsky A.P. Calculation of concrete engineering structures on the temperature effects. Moscow (1984). 148 pp. [in Russian].

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