This paper is focused on the buckling and post buckling behaviour of rectangular corrugated board panels simply supported and subjected to compression load. The aim of the work is to understand the failure mechanism of investigated structure in order to quantify the effect of design parameters on the strength of a panel of given geometry. Two numerical models were developed adopting the finite element method. In the first one the corrugated board is represented by means of shell elements adopting an equivalent material, in the second the local structure is described in full detail modelling both straight and corrugated layers by means of shell elements and representing the connection between layers by special interface elements. The model c...
Detta är en tom sida! Packaging serves a lot of purposes, and would be hard to do without. Packaging...
AbstractAn experimental and computational study of the bending response of steel sandwich panels wit...
In this paper, the effect of the interaction between one overall buckling mode and many local modes ...
This paper is focused on the buckling and post buckling behaviour of rectangular corrugated board pa...
In an effort to improve structural design of corrugated board packages under compression load, buckl...
Packaging serves a lot of purposes, and would be hard to do without. Packaging protects the goods du...
The effect of different in-plane boundary conditions on the critical load and post-buckling behaviou...
Corrugated board is an engineering structure, whose strength characteristics depend on the cross–sec...
The buckling behaviour of corrugated paper packages was studied by means of an experimental and theo...
A series of experimental investigations and numerical analyses is presented into the compression res...
The compressive responses and failure investigations of corrugated-core sandwich panels subjected to...
This master thesis describes nonlinear nite element analysis and ex- perimental verication tests of ...
International audienceThe complex behaviour of corrugated board packages under compression loading i...
McKee’s formula is widely used to predict the compression strength (CS) of corrugated boxes and pane...
There are many possible sources of potential geometrical inaccuracies in each layer of corrugated bo...
Detta är en tom sida! Packaging serves a lot of purposes, and would be hard to do without. Packaging...
AbstractAn experimental and computational study of the bending response of steel sandwich panels wit...
In this paper, the effect of the interaction between one overall buckling mode and many local modes ...
This paper is focused on the buckling and post buckling behaviour of rectangular corrugated board pa...
In an effort to improve structural design of corrugated board packages under compression load, buckl...
Packaging serves a lot of purposes, and would be hard to do without. Packaging protects the goods du...
The effect of different in-plane boundary conditions on the critical load and post-buckling behaviou...
Corrugated board is an engineering structure, whose strength characteristics depend on the cross–sec...
The buckling behaviour of corrugated paper packages was studied by means of an experimental and theo...
A series of experimental investigations and numerical analyses is presented into the compression res...
The compressive responses and failure investigations of corrugated-core sandwich panels subjected to...
This master thesis describes nonlinear nite element analysis and ex- perimental verication tests of ...
International audienceThe complex behaviour of corrugated board packages under compression loading i...
McKee’s formula is widely used to predict the compression strength (CS) of corrugated boxes and pane...
There are many possible sources of potential geometrical inaccuracies in each layer of corrugated bo...
Detta är en tom sida! Packaging serves a lot of purposes, and would be hard to do without. Packaging...
AbstractAn experimental and computational study of the bending response of steel sandwich panels wit...
In this paper, the effect of the interaction between one overall buckling mode and many local modes ...