Elastic buckling of perforated plates subjected to linearly varying in-plane loading

Structural Engineering and Mechanics

Volumn 28, Issue 3, 2008, Pages 353-356

  Komur, M Aydin ^a   Sonmez, Mustafa ^a  

^a AKSARAY UNIVERSITY   (Turkey)

Author keywords

Buckling; Linearly varying in plane load; Perforated plates; Plates with cutouts; Rectangular plates

Indexed keywords

ASPECT RATIO; BUCKLING; FINITE ELEMENT METHOD; STRUCTURAL LOADS;

BUCKLING LOAD; COMPRESSION LOADING; LINEARLY VARYING IN-PLANE LOAD; PERFORATED PLATES; RECTANGULAR PLATES;

PLATES (STRUCTURAL COMPONENTS);

EID: 38949121242     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2008.28.3.353     Document Type: Article

References (6)

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3. Kang, J.H. and Leissa, A.W. (2005), "Exact solutions for the buckling rectangular plates having linearly varying in-plane loading on two opposite simply supported edges", Int. J. Solids Struct., 42, 4220-4238.
4. Shakerley, T.M. and Brown, C.J. (1996), "Elastic buckling of plates with eccentrically positioned rectangular perforations", Int. J. Mech Sci., 38(8-9), 825-838.
5. Shanmugam, N.E., Thevendran, V. and Tan, Y.H. (1999), "Design formula for axially compressed perforatedplates", Thin Wall Struct, 34(1), 1-20.
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