On the deflected configuration of a slender elastic rod subject to parallel terminal forces and moments

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DOI: 10.1098/RSPA.1995.0048

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摘要: This paper investigates the three-dimensional configurations of a slender elastic rod uniform circular cross-section subject to parallel terminal forces and moments. The nonlinear, equilibrium equations for are established Cartesian coordinate system solved analytically without linearization. Consequently, results applicable large nonlinear deformations.

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