1997
DOI: 10.1002/(sici)1097-0207(19970115)40:1<51::aid-nme49>3.0.co;2-3
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Improved Transverse Shear Stresses in Composite Finite Elements Based on First Order Shear Deformation Theory

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Cited by 132 publications
(42 citation statements)
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“…The higher-order models can be divided into (see, for example, Burton, 1989, 1990): (a) global approximation models, based on global through-the-thickness displacement, strain or stress approximation, and (b) discrete layer models based on layer-by-layer approximations of the response quantities in the thickness direction. The postprocessing techniques proposed for the evaluation of transverse stresses are based on the use of: (a) three-dimensional equilibrium equations (Chaudhuri, 1986;Chaudhuri and Seide, 1987;Engblom and Ochoa, 1985;Kant and Pandya, 1988;Reddy, Barbero and Teply, 1989); (b) predictor-corrector approaches (Noor, Burton and Peters, 1990;and Noor and Malik, 1999); and (c) simplifying assumptions (Rolfes and Rohwer, 1997;and Rolfes, Noor and Sparr, 1998). Most of the reported studies considered the case of mechanical loading only.…”
Section: Introductionmentioning
confidence: 99%
“…The higher-order models can be divided into (see, for example, Burton, 1989, 1990): (a) global approximation models, based on global through-the-thickness displacement, strain or stress approximation, and (b) discrete layer models based on layer-by-layer approximations of the response quantities in the thickness direction. The postprocessing techniques proposed for the evaluation of transverse stresses are based on the use of: (a) three-dimensional equilibrium equations (Chaudhuri, 1986;Chaudhuri and Seide, 1987;Engblom and Ochoa, 1985;Kant and Pandya, 1988;Reddy, Barbero and Teply, 1989); (b) predictor-corrector approaches (Noor, Burton and Peters, 1990;and Noor and Malik, 1999); and (c) simplifying assumptions (Rolfes and Rohwer, 1997;and Rolfes, Noor and Sparr, 1998). Most of the reported studies considered the case of mechanical loading only.…”
Section: Introductionmentioning
confidence: 99%
“…As shown in Figure 3, the HLPT predictions for the through-thickness distribution of interlaminar shear stress (normalized with pressure amplitude) practically coincide with the predictions of the exact solution. Shear stress distributions post-calculated by a single-layer theory [37] through the stress equilibrium equations are also shown and exhibit deviation with respect to the present model and exact solution. Validation studies also included comparison with a mixed finite element formulation in the case of a thick (a/ h = 10) simply supported [−15/+15] angle-ply plate subjected to static sinusoidal pressure.…”
Section: Application Casesmentioning
confidence: 69%
“…Di Sciuva and Gherlone [35] developed a high-order layerwise plate theory based on a third-order Hermitian distribution of the in-plane displacements and a linear Lagrangian approximation for the deflection through the thickness of each discrete layer to predict the static thermo-mechanical response of plate structures with damaged interfaces and developed a C 0 continuous 8-noded plate finite element [36]. As far as angle-ply thick composite or sandwich composite plates are concerned, most formulations published are based on modified Reissner-Mindlin theories [37][38][39], whereas Desai et al [40] developed a 3D finite element based on a mixed-field laminate theory to predict the static response of angle-ply composite plates. Yet, it seems that neither integrated high-order layerwise damping theories nor damped finite elements have been developed to account for the global and local damped dynamic response of thick composite and sandwich composite plates; moreover, the effect of local interlaminar shear response on modal damping has to be adequately quantified.…”
Section: Introductionmentioning
confidence: 99%
“…Over the years, different methods to make these a posteriori improvements have been developed. These methods are in most cases based on utilising the 3D equilibrium equations in combination with Hooke's law or a simplifying assumption as in the recovery method by Rolfes and Rohwer [35]. For further reading on the subject, please refer to, for example, the reviews by Carrera [32] and Noor and Malik [33].…”
Section: Improved Prediction Of Transverse Stresses By Stress Recoverymentioning
confidence: 99%
“…e.g. [35]). Thus, it is not sufficient to construct the stress polynomial individually within each element.…”
Section: Integration Of Equationsmentioning
confidence: 99%