Flexural behaviour of concrete-filled steel hollow sections beams

Journal of Civil Engineering and Management

Volumn 14, Issue 2, 2008, Pages 107-114

  Soundararajan, Arivalagan ^a   Shanmugasundaram, Kandasamy ^b  

^a DR M G R EDUCATIONAL AND RESEARCH INSTITUTE   (India)

^b GOVERNMENT COLLEGE OF ENGINEERING   (India)

Author keywords

Analytical model; In filled beams; Two point load; Ultimate moment capacity

Indexed keywords

COAL ASH; CONCRETE CONSTRUCTION; CONCRETE SLABS; FLY ASH; IRON; LIME BRICK; QUARRIES; STEEL; STRENGTH OF MATERIALS;

(2+1) DIMENSIONS; (P ,P ,T) MEASUREMENTS; CARRYING CAPACITY; COMPOSITE CONSTRUCTIONS; CONCRETE-FILLED; DEFLECTION (OVALIZATION); EXPERIMENTAL INVESTIGATIONS; EXPERIMENTAL STUDIES; FLEXURAL CAPACITY; HOLLOW SECTIONS; MATE RIAL PROPERTIES; MOMENT CAPACITIES; SIMPLY SUPPORTED BEAMS; STRENGTH (IGC: D5/D6); WASTE CONCRETES;

STEEL RESEARCH;

EID: 45749114890     PISSN: 13923730     EISSN: None     Source Type: Journal    
DOI: 10.3846/1392-3730.2008.14.5     Document Type: Article

References (12)

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