Restrained alkali-aggregate expansion due to steel fibre additions in concrete

Magazine of Concrete Research

Volumn 51, Issue 1, 1999, Pages 65-69

  Guo, H ^a   Qian, C ^a   Zhao, X ^a   Lu, J ^a   Stroeven, P ^b  

^a SOUTHEAST UNIVERSITY   (China)

^b DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE AGGREGATES; EXPANSION; STEEL; STRENGTH OF MATERIALS;

ALKALI-AGGREGATE REACTIONS; STEEL FIBERS;

CONCRETE TESTING;

EID: 0032689487     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.1999.51.1.65     Document Type: Article

References (8)

1. BALAGURU P. Contribution of fibres to crack reduction of cement composites during the initial and final setting period. ACI Materials Journal, 1994, 91, No. 3, 280-288.
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3. MANGAT P. S. and AZARI M. M. Compression creep behaviour of steel fibre reinforced cement composites. Materials and Structure, 1986, 19, No. 113, 361-370.
4. SWAMY R. N. and AL-TA'AN, S. A. Deformation and ultimate strength in flexure of reinforced concrete beams made with steel fibre concrete. ACI Journal, 1981, 78, No. 5, 395-405.
5. TAN K. H., PARAMASIVAM P. and TAN K. C. Instantaneous and long-term deflections of steel fiber reinforced concrete beams. ACI Structural Journal, 1994, 91, No. 4, 384-393.
6. KOYANAGI W., ROKUGO K. and MORIMOTO H. Characteristics and simulation of concrete cracks caused by AAR, Proceedings of the 8th International Conference on AAR in Concrete, Kyoto, Japan, 1989, 845-850.
7. Chinese Standard GBJ82-85. Ministry of Construction, Beijing, 1985.
8. Chinese Standard GBJ81-85. Ministry of Construction, Beijing, 1985.