2010
DOI: 10.1007/s00707-010-0391-9
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A refined high-order global-local theory for finite element bending and vibration analyses of laminated composite beams

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Cited by 60 publications
(16 citation statements)
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“…2. [43] Local variations of the transverse displacement component are represented by the two summations in Eq. (7b), employing a discretelayer concept.…”
Section: Approximation Of the Displacement And The Strain Fieldsmentioning
confidence: 99%
“…2. [43] Local variations of the transverse displacement component are represented by the two summations in Eq. (7b), employing a discretelayer concept.…”
Section: Approximation Of the Displacement And The Strain Fieldsmentioning
confidence: 99%
“…These theories are able to reproduce piecewise continuous displacement and transverse stress fields in the thickness direction of the laminated structures [13][14][15][16][17][18][19][20][21][22][23][24][25]. The 2D global-local higher-order plate theories [26][27][28][29][30][31][32][33] are also capable of giving accurate results. For a comprehensive overview on theories and computational models for laminated composite structures, readers can refer to Carrera and Brischetto [34], Zhang and Yang [35], and Hu et al [36].…”
Section: Introductionmentioning
confidence: 99%
“…The finite element method [27][28][29][30][31][32][33], the finite difference method [43][44], the meshfree methods [45], the differential quadrature methods [46], the Ritz methods [47][48][49][50], the strip element method [51][52], etc. are also some of typical numerical methods which were successfully applied for the analysis of laminated composite structures.…”
Section: Introductionmentioning
confidence: 99%
“…Many controversies surround the effect of admission or restriction of the horizontal displacement of the structure. Complex boundary conditions can be taken into account by using higher--order global-local theories [4][5][6], but their application usually requires sophisticated computational tools.…”
Section: Introductionmentioning
confidence: 99%