Compression tests of longitudinally stiffened plates undergoing distortional buckling

Title
Compression tests of longitudinally stiffened plates undergoing distortional buckling
Author(s)
권영봉박호상[박호상]
Keywords
STRENGTH; COLUMNS; CHANNELS; FLANGES
Issue Date
201107
Publisher
ELSEVIER SCI LTD
Citation
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, v.67, no.8, pp.1212 - 1224
Abstract
This paper describes a series of compression tests performed on longitudinally stiffened plates fabricated from a mild steel plate of thickness of 4.0 mm with nominal yield stress of 235.0 MPa. The stiffened plates with longitudinal stiffeners of a range of rigidities were tested to failure. The ultimate strengths and performances of the longitudinally stiffened plates in compression undergoing distortional buckling or interaction between local and distortional buckling were investigated experimentally and theoretically. The compression tests indicated that the critical buckling mode was dependent mainly on the rigidity of the longitudinal stiffeners and the width-to-thickness ratio of the sub-panels. A noticeable interaction between local and distortional buckling was also observed for some stiffened plates. A significant post-buckling strength reserve was shown for those sections with distortional buckling and for those sections showing interaction between local and distortional buckling. A limiting strength curve for distortional buckling of longitudinally stiffened plates was studied. Simple design strength formulas in the direct strength method are proposed to account for the distortional buckling and the interaction between local and distortional buckling of longitudinally stiffened plates. The strength curves were compared with the test and FE results conducted. The adequacy of the strength curve was confirmed. A set of conclusions on the buckling behavior of longitudinally stiffened plates was drawn from the experimental studies. (C) 2011 Elsevier Ltd. All rights reserved.
URI
http://hdl.handle.net/YU.REPOSITORY/24887http://dx.doi.org/10.1016/j.jcsr.2011.02.015
ISSN
0143-974X
Appears in Collections:
공과대학 > 건설시스템공학과 > Articles
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