Restrained shrinkage tests of fibre-reinforced concrete ring specimens: effect of core thermal expansion-Reference-Cited by-同舟云学术

Restrained shrinkage tests of fibre-reinforced concrete ring specimens: effect of core thermal expansion

Published:1993-05 Issue:4 Volume:26 Page:231-237
ISSN:0025-5432
Container-title:Materials and Structures
language:en
Short-container-title:Materials and Structures

Author:

Kovler K.,Sikuler J.,Bentur A.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/BF02472616.pdf

Reference6 articles.

1. Bentur, A. and Mindess, S., ‘Fibre Reinforced Cerneseous Composites’, (Elsevier Science, London, 1990).

2. Alexandrovsky, S. V., ‘Analysis of Concrete and Researed Concrete Structures for Temperature and Suncity Change with Consideration of Creep’ (Strestzdat, Moscow, 1973) (in Russian).

3. Dahl, P. A., ‘Influence of fiber reinforcement or stastic shrinkage and cracking’, in ‘Brittle Matra Composites—1’, Proceedings of European Mechanical Colloquium 204, edited by A. M. Brandt and I. H. Marshall (Elsevier Applied Science, London, 1986) pp. 435–441.

4. Leshchinsky, M. Yu., ‘Ispytanye Betona’ (Concrete Testing) (Stroyizdat, Moscow, 1980) (in Russian).

5. Grzybowski, M. and Shah, S. P., ‘Model to predict cracking in fibre reinforced concrete due to restrained shrinkage’,May. Concr. Res.,41(148) (1989).

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