Reduction in alkali-silica expansion due to steel microfibers

Cement and Concrete Research

Volumn 31, Issue 5, 2001, Pages 825-827

  Turanli, L ^a   Shomglin, K ^b   Ostertag, C P ^b   Monteiro, P J M ^b  

^a MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Accelerated tests; Alkali silica reaction; Microsteel fiber; Opal

Indexed keywords

BOND STRENGTH (MATERIALS); CONCRETE AGGREGATES; CRACK PROPAGATION; CURING; GELS; INTERFACES (MATERIALS); MORTAR; SILICA; STEEL; STRUCTURAL ANALYSIS; THERMAL EXPANSION; VOLUME FRACTION;

ALKALI-SILICA REACTIONS (ASR); STEEL MICROFIBERS;

PORTLAND CEMENT;

EID: 0035332634     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(01)00479-3     Document Type: Article

References (8)

1. Influence of mineral admixtures on the alkali-aggregate reaction
2. Alkali-silica reaction: Part 2. The effect of chemical admixtures
3. The effect of superincumbent load on mortar bar expansion
4. The static and dynamic behavior of reinforced concrete beams with cracking due to alkali-silica reaction
5. The structural effects of alkali aggregate reaction on reinforced concrete
6. Restrained alkali-aggregate expansion due to steel fibre additions in concrete
7. The alkali-silica reaction in a monolithic opal
8. Standard test method for potential alkali reactivity of aggregates (Mortar-Bar Method)