Abstract
In the process of loss of stability for a plate there is complex loading with rotation of the principal stress axes. Each element of a material initially loaded proportionally at the instant of buckling is additionally loaded with application of all stress components under conditions of a plane stressed state. Recently this class of complex loads has been studied by experiment [4-6], and it has been established that neither deformation theory nor flow theory are suitable for quantitative description of these tests.
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More From: Journal of Applied Mechanics and Technical Physics
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