Engineering Mechanics

Proceedings Vol. 19 (2013)

ENGINEERING MECHANICS 2013

Copyright © 2013 Institute of Thermomechanics, Academy of Sciences of the Czech Republic, v.v.i., Prague

 

Baláž I., Koleková Y.
pages 11 - 16, full text

Beam subjected to a single concentrated load or transverse uniformly distributed partial load (relative loading length 0 ≤ c / a ≤1 ). Buckling coefficients kσ , b (Tab.2) for a long rectangular plate (4 ≤α ≤ 40) stiffened at longitudinal edges by flanges with different relative normal flange rigidity (0 ≤ δ ≤ 3) and subjected to a symmetric transverse load only at one longitudinal edge. Comparison of the buckling coefficients kσ computed by various authors for plate without flanges (Tab.1). Conclusions made from a parametrical study, part of which is presented in the paper. Program PLII (2001) was used in the parametrical study.

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