The sharp estimation of distance of Euler`s broken line which is built by extremal strategy relative to
maximal stable bridge for any terminal time interval is determined.
The problems of optimal control and observation of vibrations of an elastic beam with free supported ends are
considered, when there is an axial compression, and, for the forces exceeding a critical value of Euler. Using...
EP ID EP658770
DOI -
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How To Cite
R. M. Kirakosyan (1968). On the elastic-plastic bending of a beam under a moving load.. Հայաստանի գիտությունների ազգային ակադեմիայի տեղեկագիր․ Մեխանիկա, 21(5),
-. https://europub.co.uk/articles/-A-658770
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Estimation of Distance of Euler`s Broken Line From Constant Multitude
The sharp estimation of distance of Euler`s broken line which is built by extremal strategy relative to maximal stable bridge for any terminal time interval is determined.
On optimal control and observation of the elastic vibrations of the beam
The problems of optimal control and observation of vibrations of an elastic beam with free supported ends are considered, when there is an axial compression, and, for the forces exceeding a critical value of Euler. Using...