1997
DOI: 10.1016/s0263-8223(97)80007-4
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Evaluation of transverse shear stiffness of structural core sandwich plates

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Cited by 94 publications
(66 citation statements)
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“…For corrugated board, Nordstrand [17] used a panel testing rig to perform buckling analyses with initial imperfections due to creases. The Tsai-Wu criterion was employed to predict the failure load, which was in close agreement with that observed experimentally.…”
Section: Literaturementioning
confidence: 99%
“…For corrugated board, Nordstrand [17] used a panel testing rig to perform buckling analyses with initial imperfections due to creases. The Tsai-Wu criterion was employed to predict the failure load, which was in close agreement with that observed experimentally.…”
Section: Literaturementioning
confidence: 99%
“…Three-point loaded beam approach: In practice, the transverse shear stiffness of beams can be deduced from the relationship between the applied vertical load, P and the corresponded vertical deflection at midspan, ∆ z , of a series of three-point loaded beam tests (Nordstrand and Carlsson, 1997;Zangani et al, 2007) as demonstrated in Fig. 1.…”
Section: Methodsmentioning
confidence: 99%
“…For the cardboard system as shown in Fig. 1 were set according to Nordstand [6], which is 0.34, 0.01 and 0.01, respectively. A trial and error procedure was performed, in which different values of the material parameters were tested in order to get the results as close as possible to that of the experiments.…”
Section: Orthotropic Materials Constitutive Modelmentioning
confidence: 99%