Total Lagrangian beam element with C1-continuous slide-spring
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[1] J. Mäkinen. Total Lagrangian Reissner's geometrically exact beam element without singularities , 2007 .
[2] Ahmed A. Shabana,et al. Dynamics of Multibody Systems , 2020 .
[3] M. A. Crisfield,et al. Non-linear ‘master-slave’ relationships for joints in 3-D beams with large rotations , 1996 .
[4] Jari Mäkinen,et al. Modelling a telescopic boom – the 3D case: Part II , 2006 .
[5] L Fryba,et al. VIBRATION OF SOLIDS AND STRUCTURES UNDER MOVING LOADS (3RD EDITION) , 1999 .
[6] Alberto Cardona,et al. Rigid and flexible joint modelling in multibody dynamics using finite elements , 1991 .
[7] Cv Clemens Verhoosel,et al. Non-Linear Finite Element Analysis of Solids and Structures , 1991 .
[8] M. Géradin,et al. Flexible Multibody Dynamics: A Finite Element Approach , 2001 .
[9] M. A. Crisfield,et al. Non-Linear Finite Element Analysis of Solids and Structures: Advanced Topics , 1997 .
[10] B. Tabarrok,et al. Co-rotational dynamic analysis of flexible beams , 1998 .
[11] José J. Muñoz,et al. Sliding contact conditions using the master-slave approach with application on geometrically non-linear beams , 2004 .
[12] Hiroyuki Sugiyama,et al. Formulation of Three-Dimensional Joint Constraints Using the Absolute Nodal Coordinates , 2003 .
[13] E. Haug,et al. Generalized Coordinate Partitioning for Dimension Reduction in Analysis of Constrained Dynamic Systems , 1982 .
[14] Jari Mäkinen,et al. Modelling telescopic boom––The plane case: part I , 2003 .