Semi-Inverse Solution of a Pure Beam Bending Problem in Gradient Elasticity Theory: The Absence of Scale Effects

The semi-inverse solutions of pure beam bending problems within the three-dimensional formulation of gradient elasticity theory as exact tests for the problem of estimating the efficient bending stiffness of so-called scale-dependent thin beams and plates due to the necessity of modeling sensing dev...

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Veröffentlicht in:	Doklady. a journal of the Russian Academy of Sciences. Physics 2018-04, Vol.63 (4), p.161-164
Hauptverfasser:	Lomakin, E. V., Lurie, S. A., Rabinskiy, L. N., Solyaev, Y. O.
Format:	Artikel
Sprache:	eng
Schlagworte:	Beams (structural) Classical Mechanics Elasticity Mathematical and Computational Physics Mechanics Physics Physics and Astronomy Sensors Stiffness Theoretical
Online-Zugang:	Volltext
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