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• W1997442023 startingPage "1319" @default.
• W1997442023 abstract "For the super-size and large flexibility of Pipe Lay-down System, considering the influence on the mechanism from elastic deformation and mechanical vibration during the movements, the kineto-elastodynamics model is established by using the KED theory which is based on the analysis of kinematics. The PLS mechanism is divided into several finite elements. Dynamic equations of beam element are established in the local coordinate by using Lagrange’s equation. In the process of changing from local coordinate into global coordinate, no longer considering the instantaneous structure assumes. In consideration of the first and second derivative of the coordinate transformation matrix versus time are not zero. The mass matrix, damping matrix and stiffness matrix of the final system kinematic differential equation are the function of time. It realizes the continuity of variable in the time domain. Derivation of the results in this paper lays a foundation for the next more accurate and efficient methods being applied to solve the KED equation of PLS mechanism." @default.
• W1997442023 created "2016-06-24" @default.
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• W1997442023 creator A5086671545 @default.
• W1997442023 date "2012-12-01" @default.
• W1997442023 modified "2023-10-05" @default.
• W1997442023 title "KED Modeling of PLS Mechanism" @default.
• W1997442023 cites W2006418427 @default.
• W1997442023 doi "https://doi.org/10.4028/www.scientific.net/amm.268-270.1319" @default.
• W1997442023 hasPublicationYear "2012" @default.
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