Post-buckling behavior of cold-formed steel lipped channel columns affected by distortional/global mode interaction

Structural Stability Research Council - Proceedings of the 2008 Annual Stability Conference

Volumn , Issue , 2008, Pages 405-431

  Dinis, Pedro Borges ^a   Camotim, Dinar ^a  

^a UNIVERSITY OF LISBON   (Portugal)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); ELASTOPLASTICITY; FINITE ELEMENT METHOD; FLOW INTERACTIONS; PLASTICS; STABILITY; STEEL; STUDS (STRUCTURAL MEMBERS);

BUCKLING MODES; CHANNEL COLUMNS; COLD-FORMED STEELS; CRITICAL BUCKLING LOADS; DISCRETIZATIONS; ELASTIC-PLASTIC; FINITE ELEMENT CODE; FLEXURAL-TORSIONAL; INITIAL GEOMETRICAL IMPERFECTIONS; ISOPARAMETRIC; LINEAR COMBINATION; LIPPED CHANNEL COLUMN; MODE INTERACTIONS; NON-LINEAR; NUMERICA L RESULTS; NUMERICAL INVESTIGATIONS; PLASTIC STRAINING; POST-BUCKLING BEHAVIORS; SECTION DIMENSIONS; SHELL ELEMENTS; SIMPLY SUPPORTED; STRUCTURAL STABILITY RESEARCH COUNCIL;

BUCKLING;

EID: 52349116682     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (23)

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