Correlation of constitutive response of hybrid textile reinforced concrete from tensile and flexural tests

Cement and Concrete Composites

Volumn 53, Issue , 2014, Pages 148-161

  Mobasher, Barzin ^a   Dey, Vikram ^a   Cohen, Zvi ^b   Peled, Alva ^b  

^a Arizona State University   (United States)

^b BEN GURION UNIVERSITY OF THE NEGEV   (Israel)

Author keywords

Alkali resistant glass fibers; Aramid fibers; Back calculation; Beams; Carbon fibers; Cracking; Ductility; Fiber reinforced concrete; Fibers; Flexural tests; High strength concrete; Polypropylene fibers; Stress strain; Tension tests; Textile reinforced concrete; Toughness

Indexed keywords

ARAMID FIBERS; CARBON FIBERS; CEMENTS; CONCRETE CONSTRUCTION; CONCRETE TESTING; CRACK INITIATION; DUCTILITY; FIBERS; HIGH PERFORMANCE CONCRETE; LAMINATED COMPOSITES; POLYPROPYLENES; REINFORCED PLASTICS; STRAIN HARDENING; STRESS-STRAIN CURVES; STRUCTURAL DESIGN; TENSILE STRENGTH; TENSILE TESTING; TEXTILE FIBERS; TEXTILE INDUSTRY; TEXTILES; TOUGHNESS;

ALKALI RESISTANT GLASS FIBERS; BACK CALCULATION; BEAMS; FLEXURAL TESTS; HIGH STRENGTH CONCRETES; POLYPROPYLENE FIBER; STRESS STRAIN; TENSION TESTS; TEXTILE REINFORCED CONCRETES;

FIBER REINFORCED CONCRETE;

EID: 84905158970     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2014.06.004     Document Type: Article

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