An adaptive variable-length cable element method for form-finding analysis of railway catenaries in an absolute nodal coordinate formulation
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Publication:2077540
DOI10.1016/j.euromechsol.2022.104545OpenAlexW4210454916MaRDI QIDQ2077540
Chengbin Peng, Caijin Yang, Jing Xue, Yongzhe Gong, Wei-Hua Zhang
Publication date: 21 February 2022
Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.euromechsol.2022.104545
absolute nodal coordinate formulation (ANCF)form-findingadaptive length adjustmentrailway catenaryvariable-length cable element
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Cites Work
- A modeling of sliding joint on one-dimensional flexible medium
- Dynamics of variable-length tethers with application to tethered satellite deployment
- Adaptive ANCF method and its application in planar flexible cables
- Computer implementation of the absolute nodal coordinate formulation for flexible multibody dynamics
- Pantograph and catenary dynamics: A benchmark problem and its numerical solution
- Analysis of thin beams and cables using the absolute nodal co-ordinate formulation
- Adaptive force density method for form-finding problem of tensegrity structures
- Finite elements using absolute nodal coordinates for large-deformation flexible multibody dynamics
- Three-dimensional large deformation analysis of the multibody pantograph/catenary systems
- An internal damping model for the absolute nodal coordinate formulation
- Stabilization of constraints and integrals of motion in dynamical systems
- The natural force density method for the shape finding of taut structures
- Dynamics of Multibody Systems
- Stress-adapted numerical form finding of pre-stressed surfaces by the updated reference strategy
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