Flexural ductility of high-strength concrete columns with minimal confinement

Materials and Structures/Materiaux et Constructions

Volumn 42, Issue 7, 2009, Pages 909-921

  Lam, J Y K ^a   Ho, J C M ^a   Kwan, A K H ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Columns; Flexural ductility; High strength concrete

Indexed keywords

ADVERSE EFFECT; AREA RATIOS; AXIAL LOAD LEVEL; AXIAL STRESS; BRITTLE FAILURES; COLUMN SIZE; COLUMNS; CONCRETE STRENGTH; FLEXURAL DUCTILITY; HIGH STRENGTH CONCRETES; HIGH-STRENGTH CONCRETE; HIGH-STRENGTH CONCRETE COLUMNS; MOMENT CURVATURE ANALYSIS; NORMAL STRENGTH CONCRETES; PARAMETRIC STUDY; PATH DEPENDENCE; STEEL REINFORCEMENTS;

AXIAL LOADS; CONCRETE CONSTRUCTION; REINFORCEMENT;

DUCTILITY;

EID: 67650401361     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-008-9431-5     Document Type: Article

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