Deriving stress-strain relationships for steel fibre concrete in tension from tests of beams with ordinary reinforcement

Engineering Structures

Volumn 42, Issue , 2012, Pages 387-395

  Gribniak, Viktor ^a   Kaklauskas, Gintaris ^a   Hung Kwan, Albert Kwok ^b   Bacinskas, Darius ^a   Ulbinas, Darius ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Cracking; Deformations; Inverse analysis; Reinforced concrete; Steel fibres; Stress strain relations

Indexed keywords

ALTERNATIVE APPROACH; BOND CHARACTERISTICS; CONCRETE MEMBERS; CRACK WIDTH; CRITICAL POINTS; INVERSE ANALYSIS; MOMENT-CURVATURE RELATIONSHIP; REINFORCED BEAMS; REINFORCEMENT RATIOS; STEEL FIBRE REINFORCED CONCRETE; STRESS STRAIN RELATION; STRESS-STRAIN RELATIONSHIPS;

ASPECT RATIO; CRACK INITIATION; CRACKS; DEFORMATION; LOADING; REINFORCED CONCRETE; RESIDUAL STRESSES; SHOTCRETING; STEEL FIBERS; STRESS-STRAIN CURVES;

CONCRETE REINFORCEMENTS;

CONCRETE STRUCTURE; CRACKING; CURVATURE; DEFORMATION MECHANISM; INVERSE ANALYSIS; REINFORCEMENT; RESIDUAL STRESS; STEEL STRUCTURE; STRESS-STRAIN RELATIONSHIP; TENSILE STRESS;

EID: 84861902345     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2012.04.032     Document Type: Article

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