Abstract
A non-linear structural model for composite panels is presented.
The non-linear terms in the lateral displacements are modelled as
an additional set of lateral loads acting on the panel. Hence the
solution is reduced to that of an equivalent panel with small
displacements In order to treat sandwich panels as well as
single-skin panels, the effect of shear is included. The finite
difference method is used solving the system of governing plate
equations. Laterally loaded panels are analysed with respect to
mid-point deflections and stresses. The numerical results are
discussed in the light of 'Det Norske Veritas', DNV, building
rules concerning high-speed light craft, in which the panel
scantlings are often restricted by a maximum lateral deflection
connected with the panel span.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 3rd International Conference on Sandwich Construction. Pre-Prints Vol. 1. Sessions 1 to 6 |
| Number of pages | 10 |
| Place of Publication | Southampton |
| Publisher | University of Southampton |
| Publication date | 1996 |
| Publication status | Published - 1996 |
| Event | 3rd International Conference on Sandwich Construction - Southampton, United Kingdom Duration: 12 Sept 1995 → 15 Sept 1995 |
Conference
| Conference | 3rd International Conference on Sandwich Construction |
|---|---|
| Country/Territory | United Kingdom |
| City | Southampton |
| Period | 12/09/1995 → 15/09/1995 |
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