Abstract
We determine the critical time in the problem of buckling of a beam rotating about its axis corresponding to the unstrained state. We draw an analogy between the transverse bending of a rotating beamand the problem of longitudinal bending [1], which is topical in applied geomechanics.
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Original Russian Text © K.I. Romanov, 2008, published in Izvestiya Akademii Nauk. Mekhanika Tverdogo Tela, 2008, No. 6, pp. 145–146.
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Romanov, K.I. Creeping of a rotating beam. Mech. Solids 43, 965–966 (2008). https://doi.org/10.3103/S0025654408060149
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DOI: https://doi.org/10.3103/S0025654408060149