2022
DOI: 10.1007/s00707-021-03076-4
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A higher-order nonlinear beam element for planar structures by using a new finite element approach

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Cited by 4 publications
(1 citation statement)
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“…Bai, Gao, Liu, and Chan [8] have proposed a nonlinear beam-column element with 16 degrees of freedom. In another study, since there are only a few papers dealing with the task of improving the performance of elements, Sharifnia [9] worked on a theory for a high-order element for large deformations. Hence, the solution for obtaining nonlinear plastic length on high-order elements was to use a set of sigmoid functions to depict the nonlinear material behavior conserving the continuous displacement space on generalized Timoshenko elements.…”
Section: Complexity Adaptation Strategy Formentioning
confidence: 99%
“…Bai, Gao, Liu, and Chan [8] have proposed a nonlinear beam-column element with 16 degrees of freedom. In another study, since there are only a few papers dealing with the task of improving the performance of elements, Sharifnia [9] worked on a theory for a high-order element for large deformations. Hence, the solution for obtaining nonlinear plastic length on high-order elements was to use a set of sigmoid functions to depict the nonlinear material behavior conserving the continuous displacement space on generalized Timoshenko elements.…”
Section: Complexity Adaptation Strategy Formentioning
confidence: 99%