Pages that link to "Item:Q437342"
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The following pages link to A quaternion-based formulation of Euler-Bernoulli beam without singularity (Q437342):
Displaying 11 items.
- Isogeometric rotation-free analysis of planar extensible-elastica for static and dynamic applications (Q327804) (← links)
- On a virtual work consistent three-dimensional Reissner-Simo beam formulation using the quaternion algebra (Q359438) (← links)
- Weak form quadrature element analysis of planar slender beams based on geometrically exact beam theory (Q399000) (← links)
- The quaternion-based three-dimensional beam theory (Q658692) (← links)
- Implementation of geometrically exact beam element for nonlinear dynamics modeling (Q904921) (← links)
- A non-linear beam space-time finite element formulation using quaternion algebra: Interpolation of the Lagrange multipliers and the appearance of spurious modes (Q1202731) (← links)
- Invariant isogeometric formulation for the geometric stiffness matrix of spatial curved Kirchhoff rods (Q2021958) (← links)
- A low order, torsion deformable spatial beam element based on the absolute nodal coordinate formulation and Bishop frame (Q2034097) (← links)
- A consistent strain-based beam element with quaternion representation of rotations (Q2176275) (← links)
- On a nonlinear rod exhibiting only axial and bending deformations: mathematical modeling and numerical implementation (Q2234909) (← links)
- A finite element formulation for a geometrically exact Kirchhoff-Love beam based on constrained translation (Q2329620) (← links)
