scholarly journals A STUDY ON ELASTO-PLASTIC SHEAR BUCKLING BEHAVIOR OF WEB PLATE

2002 ◽  
Vol 67 (556) ◽  
pp. 151-158 ◽  
Author(s):  
Toshiro SUZUKI ◽  
Kikuo IKARASHI ◽  
Yasuhiro TSUNEKI
Keyword(s):  
Plastic Shear ◽  
Buckling Behavior ◽  
Shear Buckling

Interactive shear buckling behavior of trapezoidally corrugated steel webs

2008 ◽  
Vol 30 (6) ◽  
pp. 1659-1666 ◽  
Author(s):  
Jongwon Yi ◽  
Heungbae Gil ◽  
Kwangsoo Youm ◽  
Hakeun Lee
Keyword(s):  
Buckling Behavior ◽  
Shear Buckling

scholarly journals A STUDY ON POST SHEAR BUCKLING BEHAVIOR IN CORRUGATED STEEL PLATE

2010 ◽  
Vol 75 (651) ◽  
pp. 1013-1020 ◽  
Author(s):  
Nobutaka SHIMIZU ◽  
Tadayoshi OKADA ◽  
Kikuo IKARASHI
Keyword(s):  
Steel Plate ◽  
Buckling Behavior ◽  
Shear Buckling

Plastic shear buckling of unstiffened stocky plates

2009 ◽  
Vol 65 (8-9) ◽  
pp. 1631-1643 ◽  
Author(s):  
M.M. Alinia ◽  
A. Gheitasi ◽  
S. Erfani
Keyword(s):  
Plastic Shear ◽  
Shear Buckling

Elasto-plastic shear buckling of square plates with circular holes

1978 ◽  
Vol 8 (2) ◽  
pp. 291-300 ◽  
Author(s):  
M. Uenoya ◽  
R.G. Redwood
Keyword(s):  
Plastic Shear ◽  
Circular Holes ◽  
Shear Buckling

Buckling Behavior of Tire Breaker Structure

1983 ◽  
Vol 11 (1) ◽  
pp. 3-19
Author(s):  
T. Akasaka ◽  
S. Yamazaki ◽  
K. Asano
Keyword(s):  
Elastic Foundation ◽  
Elastic Moduli ◽  
Wave Length ◽  
Bending Moment ◽  
Experimental Results ◽  
Automobile Tire ◽  
Buckling Behavior ◽  
Post Buckling ◽  
Steel Cord ◽  
Interlaminar Shear

Abstract The buckled wave length and the critical in-plane bending moment of laminated long composite strips of cord-reinforced rubber sheets on an elastic foundation is analyzed by Galerkin's method, with consideration of interlaminar shear deformation. An approximate formula for the wave length is given in terms of cord angle, elastic moduli of the constituent rubber and steel cord, and several structural dimensions. The calculated wave length for a 165SR13 automobile tire with steel breakers (belts) was very close to experimental results. An additional study was then conducted on the post-buckling behavior of a laminated biased composite beam on an elastic foundation. This beam is subjected to axial compression. The calculated relationship between the buckled wave rise and the compressive membrane force also agreed well with experimental results.

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