Local Dynamic Buckling of C-Shape Profile Subjected to Bending
Ładowanie...
Data
2011
Autorzy
Tytuł czasopisma
ISSN czasopisma
Tytuł tomu
Wydawca
Wydawnictwo Politechniki Łódzkiej ; Katedra Dynamiki Maszyn - Wydział Mechaniczny Politechniki Łódzkiej
Lodz University of Technology Press ; Department Division of Dynamics - Faculty of Mechanical Engineering
Lodz University of Technology Press ; Department Division of Dynamics - Faculty of Mechanical Engineering
Abstrakt
This paper deals with local dynamic buckling of thin-walled girder segments (short
beam-columns) subjected to bending. Various shapes of pulse loading (triangle, trapezoid
and rectangle) with a duration corresponding to the fundamental period of vibration
were taken into account. Assumed boundary conditions correspond to a simple support,
this agrees with conditions that exist in the place of the diaphragm in a long spar. The
problem was solved by finite element method. In order to determine the critical load
pulse amplitudes Volmir, Budiansky-Hutchinson, Ari-Gur and Simonetta criteria were
employed.
Opis
Słowa kluczowe
thin-walled structures, dynamic buckling, pulse loading, C-shape girders, konstrukcje cienkościenne, wyboczenie dynamiczne, obciążenie impulsowe, dźwigary w kształcie litery C
Cytowanie
Mechanics and Mechanical Engineering, Vol. 15, No. 2, 2011, s. 133-148