2016
DOI: 10.1016/j.engstruct.2015.11.042
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A B-splines based nonlinear GBT formulation for elastoplastic analysis of prismatic thin-walled members

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Cited by 13 publications
(4 citation statements)
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“…Later, this subject is applied in elastic-plastic with large displacement [1, 3,4,163] and Direct Strength Method, DSM, [9,119]. Duan et.al also developed a GBT elastic-plastic formulation based on B-Splines curves [54,56] and impact load analysis [57]. The non-linear physical GBT is beyond of this dissertation's scope.…”
Section: Introduction -Brief Historical Development Of Non-linear Gbtmentioning
confidence: 99%
“…Later, this subject is applied in elastic-plastic with large displacement [1, 3,4,163] and Direct Strength Method, DSM, [9,119]. Duan et.al also developed a GBT elastic-plastic formulation based on B-Splines curves [54,56] and impact load analysis [57]. The non-linear physical GBT is beyond of this dissertation's scope.…”
Section: Introduction -Brief Historical Development Of Non-linear Gbtmentioning
confidence: 99%
“…Given these characteristics, advanced computational methods are used to analyze the behavior of thin-walled structures, capturing deformations, buckling, and interactions between structural modes. Generalized Beam Theory (GBT) is one such method, allowing decomposition of beam deformations into individual modes such as local buckling, global buckling, and torsion [ 13 , 14 , 15 , 16 ]. The Semi-Analytical Finite Strip Method (SAFSM) [ 17 ] divides the element into strips with simplified displacement models: analytically treated across the width and numerically along the length.…”
Section: Introductionmentioning
confidence: 99%
“…There are several computational methods that can be applied in the analysis of structures made of thin-walled profiles: The Generalized Beam Theory (GBT), specifically designed for the analysis of thin-walled rod structures. The GBT effectively deals with complex deformations and buckling in such elements [12][13][14][15]. The SAFSM (semi-analytical finite strip method) [16] is a semi-analytical structural analysis method for thin-walled elements.…”
Section: Introductionmentioning
confidence: 99%