The Optimal Choice of Support Disposition in Case Of Beam Bending
Journal Title: Հայաստանի գիտությունների ազգային ակադեմիայի տեղեկագիր․ Մեխանիկա - Year 2007, Vol 60, Issue 1
Abstract
A task of flexible beam’s support’s optimal disposition solving is being observed. This beam is providing the least importance of the largest bending under the influence of variable diametrical loading. The optimal project corresponds the equality of the most important bending in all parts of the beam. Moreover, the magnitude of the largest bending which corresponds the optimal project in 47 times less than the largest bending of free beam which is leant at the ends.
Authors and Affiliations
A. V. Eloyan
Asymptotic solution of boundary mixed problems for circular ring plates.
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Magnetic constituency of ferromagnetic half-space under external linear perturbance of magneto- static potential
Magnetoelastic constitutive functions definition is considered for a structure ferromagnetic half-space-vacuum under linear surface perturbation of magnetic potential.
On contact stresses in an axisymmetrically loaded hollow composite cylinder.
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Dynamic problem for twisted bodies with spherical surfaces.
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Pressure of a punch on the half- plane with a linear elastic inclusion.
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