Structures buckling under tensile dead load

Some 250 years after the systematic experiments by Musschenbroek and their rationalization by Euler, for the first time we show that it is possible to design structures (i.e. mechanical systems whose elements are governed by the equation of the elastica) exhibiting bifurcation and instability ('...

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Veröffentlicht in:	Proceedings of the Royal Society. A, Mathematical, physical, and engineering sciences Mathematical, physical, and engineering sciences, 2011-06, Vol.467 (2130), p.1686-1700
Hauptverfasser:	Zaccaria, D., Bigoni, D., Noselli, G., Misseroni, D.
Format:	Artikel
Sprache:	eng
Schlagworte:	Axial loads Bifurcation Buckling Compression bandages Elastic buckling Elastic systems Elastica Instability Under Tension Liquids Mathematical functions Mechanical systems Rotation Tensile elasticity
Online-Zugang:	Volltext
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