A new concept for the early age shrinkage effect on diagonal cracking strength of reinforced HSC beams

Journal of Advanced Concrete Technology

Volumn 6, Issue 1, 2008, Pages 45-67

  Sato, Ryoichi ^a   Kawakane, Hajime ^b  

^a HIROSHIMA UNIVERSITY   (Japan)

^b Kyokuto Corporation   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE FIBERS; CONCRETE COMPRESSIVE STRENGTH; CRACKING STRENGTH; DESIGN EQUATION; EARLY AGE; EFFECTIVE DEPTH; HIGH STRENGTH CONCRETES; HIGH-STRENGTH CONCRETE BEAMS; LINEAR RELATIONSHIPS; LOADING TESTS; NEW CONCEPT; REINFORCED CONCRETE BEAMS; REINFORCING BAR; SHRINKAGE EFFECTS; TENSION REINFORCEMENT; TENSION REINFORCEMENT RATIO; ULTIMATE SHEAR STRENGTH; WATER-TO-BINDER RATIO;

CONCRETE BEAMS AND GIRDERS; CRACKING (CHEMICAL); DEFORMATION; HIGH ENERGY PHYSICS; REINFORCED CONCRETE; REINFORCEMENT; SHRINKAGE;

SHEAR STRENGTH;

EID: 77949370575     PISSN: 13468014     EISSN: None     Source Type: Journal    
DOI: 10.3151/jact.6.45     Document Type: Article

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