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Local Dynamic Buckling of C-Shape Profile Subjected to Bending

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Local_dynam_Urbaniak_Kubiak_MaME_Vol_15_no_2_2011.pdf (2.838Mb)
Date
2011
Author
Urbaniak, Mariusz
Kubiak, Tomasz
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Abstract
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.
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http://hdl.handle.net/11652/3121
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  • Artykuły (WM) [332]

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