2018
DOI: 10.1016/j.compstruct.2018.06.048
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A planar finite element formulation for corrugated laminates under transverse shear loading

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Cited by 10 publications
(4 citation statements)
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“…The peculiar vibration behavior of corrugated laminates was studied by Thurnherr et al [12], Malikan et al [13] and by Nguyen et al [14]. A planar FEM formulation for simulating the response of corrugated laminates to transverse shear line force was developed by Filipovic and Kress [15]. The question of how to manufacture high-amplitude corrugated laminates with circularsections corrugation shape was addressed by Filipovic and Kress [16].…”
Section: General Investigations Of Corrugated Laminatesmentioning
confidence: 99%
“…The peculiar vibration behavior of corrugated laminates was studied by Thurnherr et al [12], Malikan et al [13] and by Nguyen et al [14]. A planar FEM formulation for simulating the response of corrugated laminates to transverse shear line force was developed by Filipovic and Kress [15]. The question of how to manufacture high-amplitude corrugated laminates with circularsections corrugation shape was addressed by Filipovic and Kress [16].…”
Section: General Investigations Of Corrugated Laminatesmentioning
confidence: 99%
“…Xia et al [36] and, later, Park et al [37] found homogenization models for thin laminates and arbitrary corrugation shapes that are also restricted to symmetric crossply laminates. Filipovic and Kress [38] have developed a planar finite-element formulation for simulating transverse-shear response that serves as an homogenization model for substitute-plate transverse shear stiffness. In summary, the existing homogenization models for predicting the structural properties of unconstrained corrugated sheets can be subdivided into two groups; namely analytical models and planar finite-element models.…”
Section: Homogenization Modelsmentioning
confidence: 99%
“…Table 2 synthesizes the changed boundary conditions for each relevant load case. Subsequently, the line loads in shell coordinates (37) and in Cartesian coordinates (38) are determined. The substitute-plate properties are defined as the ratio between the Cartesian reaction forces (the line loads in xyz coordinates) and the imposed prescribed deformation (39).…”
Section: Unit Cell Model and Periodicity Conditionsmentioning
confidence: 99%
“…Kress and Winkler [23] derived the analytical expressions of the equivalent orthotropic plate when the corrugations are defined as circular arcs. A planar finite element was developed [24], and the transverse shear response was also taken into account by Filipovic and Kress [25,26]. Dayyani et al [27] investigated the tensile and flexural properties of corrugated laminate panels using numerical and experimental methods.…”
Section: Introductionmentioning
confidence: 99%