2003
DOI: 10.1016/s0020-7462(01)00049-x
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Non-linear static–dynamic finite element formulation for composite shells

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Cited by 8 publications
(2 citation statements)
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“…Note that the terms @w 0 /@x and @w 0 /@y in Equations ( 39) and ( 40) are obtained by differentiating w 0 with respect to x and y, respectively, instead of the interpolation from d i e . Substituting Equations ( 16)- (19), and ( 38)- (40) into Equation (36) and considering D arbitrary yields the following equation.…”
Section: Equation Of Motion and Finite Element Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…Note that the terms @w 0 /@x and @w 0 /@y in Equations ( 39) and ( 40) are obtained by differentiating w 0 with respect to x and y, respectively, instead of the interpolation from d i e . Substituting Equations ( 16)- (19), and ( 38)- (40) into Equation (36) and considering D arbitrary yields the following equation.…”
Section: Equation Of Motion and Finite Element Modelmentioning
confidence: 99%
“…Using the finite element method based on HOT, Kant and Kommineni [18] investigated the geometrically nonlinear transient responses of composite shells. Naboulsi and Palazotto [19] conducted the large displacement analysis of static and dynamic responses of composite shells. Gu and Chattopadhyay [20] developed a refined HOT to model the buckling and postbuckling deformation of delaminated composite shells of arbitrary thickness.…”
Section: Introductionmentioning
confidence: 99%