Engineering Mechanics

International Conference

Proceedings Vol. 19 (2013)


ENGINEERING MECHANICS 2013

19th INTERNATIONAL CONFERENCE
May 13 – 16, 2013, Svratka, Czech Republic
;
Editors: Igor Zolotarev and Vojtěch Radolf

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

ISBN 978-80-87012-47-5 (printed)
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)

list of papers scientific commitee

ELASTIC CRITICAL BUCKLING STRESS OF THE WEB GIRDER SUBJECTED TO TRANSVERSE FORCE
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.


back to list of papers

Text and facts may be copied and used freely, but credit should be given to these Proceedings.

All papers were reviewed by members of the scientific committee.


imce   Powered by Imce 3.13  © 2020, Pavel Formánek, Institute of Thermomechanics AS CR, v.v.i. [generated: 0.0245s]