Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Isogeometric-based cross-sectional analysis of pre-twisted composite beams
Abstract This paper is intended to investigate the static behavior of pre-twisted composite beams using an isogeometric-based cross-sectional analysis. The three-dimensional pre-twisted beam problem is decomposed into a two-dimensional cross-sectional analysis and a one-dimensional beam model. The cross-sectional analysis obtains stiffness constants by considering three-dimensional warping deformation effects. The influence of pre-twist ratio is investigated on the stiffness constants and one-dimensional deformations of isotropic beams, composite strips and box-beams. Inconsistencies in results of pre-twisted composite beam theories in the literature are addressed and discussed. The present method eliminates the costly use of three-dimensional finite element analysis in the initial design steps.
Highlights An IGA-based cross-sectional analysis of pre-twisted composite beams is presented. The effect of pre-twist is investigated on stiffness constants and 1D deformations. Using IGA, automatic mesh refinement and good convergence behavior are attained. Inconsistencies in results of pre-twisted beam theories in literature are discussed.
Isogeometric-based cross-sectional analysis of pre-twisted composite beams
Abstract This paper is intended to investigate the static behavior of pre-twisted composite beams using an isogeometric-based cross-sectional analysis. The three-dimensional pre-twisted beam problem is decomposed into a two-dimensional cross-sectional analysis and a one-dimensional beam model. The cross-sectional analysis obtains stiffness constants by considering three-dimensional warping deformation effects. The influence of pre-twist ratio is investigated on the stiffness constants and one-dimensional deformations of isotropic beams, composite strips and box-beams. Inconsistencies in results of pre-twisted composite beam theories in the literature are addressed and discussed. The present method eliminates the costly use of three-dimensional finite element analysis in the initial design steps.
Highlights An IGA-based cross-sectional analysis of pre-twisted composite beams is presented. The effect of pre-twist is investigated on stiffness constants and 1D deformations. Using IGA, automatic mesh refinement and good convergence behavior are attained. Inconsistencies in results of pre-twisted beam theories in literature are discussed.
Isogeometric-based cross-sectional analysis of pre-twisted composite beams
Ghafari, Esmaeel (Autor:in) / Rezaeepazhand, Jalil (Autor:in)
Thin-Walled Structures ; 146
25.09.2019
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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