Bifurcations near a double eigenvalue of the rectangular plate problem with a domain parametr
A theoretical approach to the problem of the most dangerous initial deflection shape in stability type structural problems
The author introduces a global measure of initial deflection given by the energy norm. Solving the formulated minimization problem with a subsidiary condition the most dangerous initial deflection shape is obtained. The theoretical results include a wide range of stability type structural problems.
Rectangular thin elastic plate with edges “remaining straight‟ during the deformation
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