2016
DOI: 10.1016/j.jsv.2015.10.013
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Analysis of warping deformation modes using higher order ANCF beam element

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Cited by 56 publications
(26 citation statements)
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“…Only models with BE42 converge to the reference solution with acceptable error, and the model with 40 BE42 elements predicts the solution correctly. However, the convergence rate of this element to the steady response is the slowest, which may be caused by the shear locking [28]. Element BE30T converges to wrong over-stiff solution with noticeable error, despite that this element includes a trapezoidal displacement mode.…”
Section: Static Simulation Of the Clamped Beammentioning
confidence: 99%
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“…Only models with BE42 converge to the reference solution with acceptable error, and the model with 40 BE42 elements predicts the solution correctly. However, the convergence rate of this element to the steady response is the slowest, which may be caused by the shear locking [28]. Element BE30T converges to wrong over-stiff solution with noticeable error, despite that this element includes a trapezoidal displacement mode.…”
Section: Static Simulation Of the Clamped Beammentioning
confidence: 99%
“…Therefore, one can define the lower-order basis using tilde notation as: (27) and the Eq. (25) may be written in the new space as [8,17]: (28) where:…”
Section: Projection Operatormentioning
confidence: 99%
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“…[39,40] fits well absolute coordinates approach adopted here); however, to keep the model as easy as possible, much simpler approach is proposed here.…”
Section: Simplified Model Of a Flexible Linkmentioning
confidence: 97%