Finite element analysis of hollow flange beams with web stiffeners

International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction

Volumn , Issue , 1996, Pages 227-242

  Avery, P ^b   Mahendran, M ^a  

^a QUEENSLAND UNIVERSITY OF TECHNOLOGY   (Australia)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; FLANGES; LOADING; PLATES (STRUCTURAL COMPONENTS); STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; WELDING;

BUCKLING CAPACITY; HOLLOW FLANGE BEAMS (HFB); PLATE STIFFENERS; WEB DISTORTION;

BEAMS AND GIRDERS;

EID: 3042656568     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (16)

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2. Avery, P. (1994) Lateral Distortional Buckling Behaviour of Hollow Flange Beams with Web Stiffeners, BEng Thesis, Queensland University of Technology, Australia.
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