Abstract
The general exact solution to a boundary-value problem is constructed in the form of a differential operator for partial differential equations with variable cross sections and elasticity. The equations characterize the longitudinal-torsional displacements of the elements of large space structures with conditions as a time function specified at the ends of the girder.
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References
M. Z. Zgurovskii and P. I. Bidyuk,Analysis and Control of Large Space Structures [in Russian], Naukova Dumka, Kiev (1997).
G. I. Nazarov,The Method of Differential and Integral Operators for Linear Partial Differential Equations with Variable Coefficients [in Russian], Samvatas, Kiev (1995).
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Additional information
International University of Civil Aviation, Kiev, Ukraine. Translated from Prikladnaya Mekhanika, Vol. 36, No. 7, pp. 99–105, July, 2000.
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Nazarov, G.I. The longitudinal-torsional displacements of space structural elements with variable section and elasticity. Int Appl Mech 36, 931–937 (2000). https://doi.org/10.1007/BF02682302
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DOI: https://doi.org/10.1007/BF02682302