2007
DOI: 10.1016/j.compstruct.2006.09.016
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A post-processing method for interlaminar normal stresses in doubly curved laminates

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Cited by 24 publications
(9 citation statements)
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“…via implementing new element formulations or respectively via postprocessing subroutines which also process variable radii. This approach was already examined by Roos et al [4,8,11,19] who proved its feasibility however, under strict conditions which limit the methods use to predimensioning purposes.…”
Section: Alternative Shell-based Methodsmentioning
confidence: 95%
See 1 more Smart Citation
“…via implementing new element formulations or respectively via postprocessing subroutines which also process variable radii. This approach was already examined by Roos et al [4,8,11,19] who proved its feasibility however, under strict conditions which limit the methods use to predimensioning purposes.…”
Section: Alternative Shell-based Methodsmentioning
confidence: 95%
“…Numerical calculation is thus mostly executed using shell-element models. These models are easy to create and computationally effective [11]. State of the art shell elements are built to capture in-plane stresses.…”
Section: Interlaminar Stresses In Compositesmentioning
confidence: 99%
“…Oktem and Chaudhuri (2007) used a higher order shear deformation theory to obtain an analytical solution for the deformation of a finite-dimensional cross-ply doubly-curved panel. Interlaminar normal stress distributions in moderately thick singly curved laminates were obtained to predict the critical delamination loads observed in experiments (Roos et al, 2007a(Roos et al, , 2007b. Lekhnitskii (1981) developed elasticity solutions for monolithic homogeneous orthotropic cylindrical tubes.…”
Section: Shell Analysismentioning
confidence: 99%
“…represents the components of displacement at a point x i (i=1,2,3), while i u denotes the same for the corresponding point at the mid-surface. Assumptions of shallowness, vanishing geodesic curvatures, transverse inextensibility and the strain displacement relations for a double curved shell, based on first-order deformation theory, are given by The curved shell geometry, illustrated in Figure 2 [13], is described by the coordinates (x 1 , x 1 , x 3 ) and it is subdivided into angular segments with the apex angles ϑ ϕ d , d…”
Section: Analytical Analysismentioning
confidence: 99%