Influence of aggregate and curing regime on the mechanical properties of ultra-high performance fibre reinforced concrete (UHPFRC)

Construction and Building Materials

Volumn 23, Issue 6, 2009, Pages 2291-2298

  Yang, S L ^a,b   Millard, S G ^b   Soutsos, M N ^b   Barnett, S J ^b   Le, T T ^b  

^a BEIHANG UNIVERSITY   (China)

^b UNIVERSITY OF LIVERPOOL   (United Kingdom)

Author keywords

Concrete; Curing; Fine aggregates; Fracture energy; Heat; High strength; Recycled glass; Steel fibres; UHPFRC

Indexed keywords

BENDING STRENGTH; BUILDING MATERIALS; COMPOSITE BEAMS AND GIRDERS; COMPRESSIVE STRENGTH; CONCRETE AGGREGATES; CONCRETE BUILDINGS; CURING; DUCTILITY; FIBERS; FRACTURE ENERGY; GLASS; MECHANICAL PROPERTIES; RECYCLING; REINFORCED CONCRETE; SHOTCRETING; SILICA; SILICA SAND; STEEL; TENSILE STRENGTH;

FINE AGGREGATES; HEAT; HIGH-STRENGTH; RECYCLED GLASS; STEEL FIBRES; UHPFRC;

FRACTURE;

EID: 62849095551     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2008.11.012     Document Type: Article

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