2004
DOI: 10.1016/j.compositesb.2003.09.003
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Local effects in the vicinity of inserts in sandwich panels

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Cited by 42 publications
(22 citation statements)
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“…Further to this, an experimental investigation has confirmed the findings of the analytical model for sandwich beams [6]. The generalization of the model for the case of inserts in sandwich plates, and its verification my means of Finite Element Analysis, followed in [7]. A vast experimental program for the investigation of sandwich beams with conventional and modified core junctions under static and dynamic loading was carried out in [8,9].…”
Section: Introductionmentioning
confidence: 51%
“…Further to this, an experimental investigation has confirmed the findings of the analytical model for sandwich beams [6]. The generalization of the model for the case of inserts in sandwich plates, and its verification my means of Finite Element Analysis, followed in [7]. A vast experimental program for the investigation of sandwich beams with conventional and modified core junctions under static and dynamic loading was carried out in [8,9].…”
Section: Introductionmentioning
confidence: 51%
“…There are several publications about insert design. Mostly, the dimensioning of inserts is obtained by analytical approaches that rely on the elastic shear properties of the honeycomb core [46,47]. A general method is also provided in the ESA Insert design book [48], where the effective strength of the core is 1.36 times the shear strength of the core in the W direction.…”
Section: Discussion Of Shear Allowables For Insert Sizingmentioning
confidence: 99%
“…A further experimental validation was subsequently performed in [5] and a generalization of the model for the case of the round inserts in sandwich plates, and its verification my means of Finite Element Analysis (FEA), followed in [6]. All these studies [4Y6] were devoted to the transverse loading of core junctions and let open a question about nature and intensity of the local phenomena in the vicinity of core junctions for other loading conditions.…”
Section: Introductionmentioning
confidence: 99%