2022
DOI: 10.1007/s12046-021-01782-2
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On numerical moment-curvature relationship of a beam

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Cited by 2 publications
(1 citation statement)
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“…For traditional problems of large deformation of elastic beam [ 22 ], the loads are not complicated, e.g., dead load [ 23 ] and follower load [ 24 ]. The former one is constant in magnitude and direction [ 25 , 26 ]. The latter one is variational followed with deformed beam, generally the magnitude is unchanged but the direction keeps consistent with beam during deformation [ 27 ].…”
Section: Introductionmentioning
confidence: 99%
“…For traditional problems of large deformation of elastic beam [ 22 ], the loads are not complicated, e.g., dead load [ 23 ] and follower load [ 24 ]. The former one is constant in magnitude and direction [ 25 , 26 ]. The latter one is variational followed with deformed beam, generally the magnitude is unchanged but the direction keeps consistent with beam during deformation [ 27 ].…”
Section: Introductionmentioning
confidence: 99%