Parallelogram Mechanism with Any Number of Sections


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Formulas are derived for analysis of the deformation and strength of a flat parallel-link mechanism with an arbitrary number of links, in the case of elastic behavior of the elements. The asymptotic form of the solution is found and the design features are analyzed.

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M. Kirsanov

National Research University “Moscow Power Engineering Institute”

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Email: c216@ya.ru
俄罗斯联邦, Moscow

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