2017
DOI: 10.1016/j.compstruct.2017.08.002
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Free-edge stress fields in cylindrically curved symmetric and unsymmetric cross-ply laminates under bending load

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Cited by 19 publications
(6 citation statements)
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“…In this context, in order to investigate the underlying structural situation illustrated in Fig. 1, Kappel and Mittelstedt [5] developed a layerwise analysis method wherein the three-dimensional displacement field is assumed to be of higher order and where a space ratio in the thickness direction is employed in order to improve the accuracy and the efficiency of the semi-analytical approach originally developed by Schnabel et al [3]. This contribution enhances the presented higher-order analysis method in [5] by taking a solution procedure into account that enables a depiction of the free-edge effect on both load-free edges and therefore makes it possible to have a better representation of the underlying stress fields in cylindrically curved cross-ply laminated shells.…”
Section: Introductionmentioning
confidence: 99%
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“…In this context, in order to investigate the underlying structural situation illustrated in Fig. 1, Kappel and Mittelstedt [5] developed a layerwise analysis method wherein the three-dimensional displacement field is assumed to be of higher order and where a space ratio in the thickness direction is employed in order to improve the accuracy and the efficiency of the semi-analytical approach originally developed by Schnabel et al [3]. This contribution enhances the presented higher-order analysis method in [5] by taking a solution procedure into account that enables a depiction of the free-edge effect on both load-free edges and therefore makes it possible to have a better representation of the underlying stress fields in cylindrically curved cross-ply laminated shells.…”
Section: Introductionmentioning
confidence: 99%
“…While for the free-edge effect in laminated plates there have been plenty of experimental, numerical and analytical investigations in the Fig. 1: Analytical discretisation schemes of the semi-analytical approach for a cylindrically curved cross-ply laminated shell subjected to bending load [5,6] last 50 years [1], the unfolding problem, which describes the free-edge effect in shells, has only been the topic of a comparatively small amount of scientific research [2][3][4][5]. In this context, in order to investigate the underlying structural situation illustrated in Fig.…”
Section: Introductionmentioning
confidence: 99%
“…Schnabel et al. 21 presented an analysis method for the determination of displacement, strain, and stress fields in cylindrically curved cross-ply laminates under bending load, and their method was compared to the results of finite element simulations in good agreement. Hajikazemi and Van Paepegem 22 developed a variational model to determine stress and displacement fields at free edges of symmetric composite laminate strips under thermomechanical loads, and the method is also applicable to thin-ply laminates.…”
Section: Introductionmentioning
confidence: 99%
“…Liang et al 20 developed a Hamiltonian state space approach for the analytic determination of deformation and stress fields in multilayered cross-ply laminates under extension and bending, while the laminates should be arranged symmetrically in 0 and 90 . Schnabel et al 21 presented an analysis method for the determination of displacement, strain, and stress fields in cylindrically curved cross-ply laminates under bending load, and their method was compared to the results of finite element simulations in good agreement. Hajikazemi and Van Paepegem 22 developed a variational model to determine stress and displacement fields at free edges of symmetric composite laminate strips under thermomechanical loads, and the method is also applicable to thin-ply laminates.…”
Section: Introductionmentioning
confidence: 99%
“…Sabit eğrilik ve kalınlıklı tabakalı eğrisel kirişlerde gerilme analizi için yüksek mertebe kiriş modeli geliştirilmiştir [34]. Dik-açılı tabakalı silindirik kirişlerin deplasman ve gerilmeleri yarı analitik bir analiz metodu kullanarak incelenmiştir [35].…”
Section: Introductionunclassified