2019
DOI: 10.1186/s40323-019-0132-0
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Modeling of cylindrical composite shell structures based on the Reissner’s Mixed Variational Theorem with a variable separation method

Abstract: This work deals with the modeling of laminated composite and sandwich shells through a variable separation approach based on a Reissner's Variational Mixed Theorem (RMVT). Both the displacement and transverse stress fields are approximated as a sum of products of separated functions of the in-plane coordinates and the transverse coordinate. This approach yields to a non-linear problem that is solved by an iterative process, in which 2D and 1D problems are separately considered at each iteration. In the thickne… Show more

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Cited by 2 publications
(1 citation statement)
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“…Ye et al developed a high-performance semi-analytical numerical model to analyze the bending responses of the angle-ply composite laminated cylindrical shells with the fiber-reinforced layers using the scaled boundary finite element method [4]. Vidal et al studied the modeling of laminated composite and sandwich shells through a variable separation approach based on Reissner's Variational Mixed Theorem [5]. Sahoo et al analyzed the geometrically nonlinear deflection responses of glass/epoxy composite flat/curved shell panel structure theoretically with the help of three different displacement field kinematics and Green-Lagrange strain-displacement relation [6].…”
Section: Introductionmentioning
confidence: 99%
“…Ye et al developed a high-performance semi-analytical numerical model to analyze the bending responses of the angle-ply composite laminated cylindrical shells with the fiber-reinforced layers using the scaled boundary finite element method [4]. Vidal et al studied the modeling of laminated composite and sandwich shells through a variable separation approach based on Reissner's Variational Mixed Theorem [5]. Sahoo et al analyzed the geometrically nonlinear deflection responses of glass/epoxy composite flat/curved shell panel structure theoretically with the help of three different displacement field kinematics and Green-Lagrange strain-displacement relation [6].…”
Section: Introductionmentioning
confidence: 99%