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A simplified over-stress analytical model of the dynamic buckling of a perfectly plastic column under axial impact

โœ Scribed by Jie Min


Publisher
Springer
Year
1995
Tongue
English
Weight
164 KB
Volume
16
Category
Article
ISSN
0253-4827

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๐Ÿ“œ SIMILAR VOLUMES


Experimental investigations on the dynam
โœ S Kenny; F Taheri; N Pegg ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 294 KB

Experimental investigations on the dynamic plastic impact buckling of slender beams were conducted. A 10 kg free-fall impact hammer applied an axial impulsive load to aluminium (6061-T6) and cold rolled steel beams (CR1018) with a fixed-slide bearing boundary condition. Two rectangular cross-section

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The dynamic plastic buckling response of slender beams, with geometric imperfections, subject to an axial impact is modelled by the finite element method. One of the primary objectives for the current study was the development of an accurate numerical model, which was validated by comparison with ex