Realistic modelling of thermal and structural behaviour of unprotected concrete filled tubular columns in fire

Journal of Constructional Steel Research

Volumn 64, Issue 10, 2008, Pages 1086-1102

  Ding, J ^a   Wang, Y C ^a  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Air gap; ANSYS modelling; Concrete filled columns; Fire resistance; Initial imperfection; Structural modelling; Thermal modelling

Indexed keywords

BOUNDARY CONDITIONS; COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; FIRE PROTECTION; FIREPROOFING; FIRES; GALLIUM ALLOYS; HEALTH; INTERNET PROTOCOLS; MODAL ANALYSIS; NUMERICAL ANALYSIS; NUMERICAL METHODS; ONTOLOGY; PARAMETER ESTIMATION; PLATES (STRUCTURAL COMPONENTS); SENSITIVITY ANALYSIS; STANDARDS; TEMPERATURE CONTROL; TENSILE STRENGTH; TUBULAR STEEL STRUCTURES;

AIR GAPS; CONCRETE CORING; CONCRETE FILLED TUBULAR (CFT) COLUMNS; CONCRETE-FILLED TUBE (CFT) COLUMNS; DEFLECTION (OVALIZATION); ELSEVIER (CO); EXPERIMENTAL RESULTS; FINITE ELEMENT (FE) MODELING; FINITE ELEMENT ANALYSIS (FEA); INITIAL DEFLECTIONS; INITIAL IMPERFECTIONS; LOADING CONDITIONS; NUMERICAL MODELLING; NUMERICAL STUDIES; PARAMETRIC STUDIES; RESISTANCE TESTING; RESISTANCE TIME; SIMULATION RESULTS; STANDARD FIRE; STEEL TUBES; STRENGTH (IGC: D5/D6); STRUCTURAL BEHAVIOURS; STRUCTURAL BOUNDARIES; TANGENT STIFFNESS;

FIRE RESISTANCE;

EID: 46849104515     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2007.09.014     Document Type: Article

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