Publication detail

Spojitá aproximace prutu při ztrátě stability od vlastní tíhy

FRANTÍK, P.

Original Title

Spojitá aproximace prutu při ztrátě stability od vlastní tíhy

English Title

Continuous approximation of buckling shape of beam loaded by gravity

Type

conference paper

Language

Czech

Original Abstract

The analytic aproximation of the nonlinear solution of the elastic cantilever beam buckling problem is presented in the paper. The beam is loaded by the gravity in the same direction like the undeformed beam axis. The variational Ritz method was used for the finding the buckling shape approximation

English abstract

The analytic aproximation of the nonlinear solution of the elastic cantilever beam buckling problem is presented in the paper. The beam is loaded by the gravity in the same direction like the undeformed beam axis. The variational Ritz method was used for the finding the buckling shape approximation

Key words in English

nonlinear solution, cantilever beam, postcritical, gravity load

Authors

FRANTÍK, P.

Released

28. 1. 2004

Publisher

VŠB-TUO

Location

Ostrava

ISBN

80-248-0546-4

Book

Modelování v mechanice 2004

Pages from

49

Pages to

56

Pages count

8

BibTex

@inproceedings{BUT12106,
  author="Petr {Frantík}",
  title="Spojitá aproximace prutu při ztrátě stability od vlastní tíhy",
  booktitle="Modelování v mechanice 2004",
  year="2004",
  pages="8",
  publisher="VŠB-TUO",
  address="Ostrava",
  isbn="80-248-0546-4"
}