Fire behaviour of high strength self-consolidating concrete filled steel tubular stub columns

Journal of Constructional Steel Research

Volumn 65, Issue 10-11, 2009, Pages 1995-2010

  Lu, Hui ^a   Zhao, Xiao Ling ^a   Han, Lin Hai ^b  

^a MONASH UNIVERSITY   (Australia)

^b TSINGHUA UNIVERSITY   (China)

Author keywords

Concrete filled steel tube; Finite element analysis (FEA); Fire resistance; High strength concrete; Self consolidating concrete (SCC)

Indexed keywords

AXIAL DEFORMATIONS; CONCRETE FILLED STEEL TUBE; CONCRETE FRACTURE; CONCRETE INTERFACE; CONTACT PROPERTIES; FAILURE MECHANISM; FEA MODELING; FEA MODELS; FINITE ELEMENT ANALYSIS; FINITE ELEMENT ANALYSIS (FEA); FIRE BEHAVIOUR; FIRE ENDURANCES; FIRE EXPOSURES; HIGH STRENGTH; HIGH STRENGTH CONCRETE; LIMITING TEMPERATURE; LOAD SHARING; LOCAL BUCKLING; SELF-CONSOLIDATING CONCRETE; SELF-CONSOLIDATING CONCRETE (SCC); SENSITIVITY STUDIES; STANDARD FIRE; STEEL TUBE; STRUCTURAL BEHAVIOUR; STUB COLUMNS;

ARCH BRIDGES; BUCKLING; COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; FIRE RESISTANCE; FIREPROOFING; FIRES; METAL ANALYSIS; STEEL; STEEL METALLOGRAPHY; STRENGTH OF MATERIALS; TUBES (COMPONENTS); TUBULAR STEEL STRUCTURES;

CONCRETES;

EID: 67651236451     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2009.06.013     Document Type: Article

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