Testing system for determining the mechanical behaviour of early age concrete under restrained and free uniaxial shrinkage-Reference-Cited by-同舟云学术

Testing system for determining the mechanical behaviour of early age concrete under restrained and free uniaxial shrinkage

Published:1994-07 Issue:6 Volume:27 Page:324-330
ISSN:0025-5432
Container-title:Materials and Structures
language:en
Short-container-title:Materials and Structures

Author:

Kovler K.

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/BF02473424.pdf

Reference16 articles.

1. Grzybowski, M. and Shah, S. P., ‘Model to predict cracking in fibre reinforced concrete due to restrained shrinkage’,Mag. Concr. Res. 41(148) (1989) 125–135.

2. RILEM, Proc.;K. Kovler,1992

3. Alexandrovsky, S. V., ‘Analysis of Concrete and Reinforced Concrete Structures for Temperature and Humidity Change with Consideration of Creep’, (Stroyizdat, Moscow, 1966).

4. Kraai, P. P., ‘A proposed test method to determine cracking potential due to drying shrinkage of concrete’,Concr. Constr. 30(9) (1985) 775–778.

5. Kasai, Y. and Okamula, K., ‘The initial tensile strength of concrete’, in ‘Review of the 22nd Gen. Meeting of the Cement Association of Japan, Tokyo, 1968’, pp. 172–176.

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