In this paper a stochastic model of random imperfections of cylindrical shells is presented. For this purpose an extensive data bank has been used to estimate secondmoment characteristics of these imperfections. The imperfections are then modeled as a twodimensional, uni-variate random field. Based on the stochastic model of the initial imperfections, the Karhunen-Lo eve expansion as well as the spectral representation method respectively, are applied for simulation purposes. The simulation concept introduced in this paper is designed to improve the prediction of the large scatter in buckling loads, as generally observed in experiments
The important role of imperfections on decreasing the buckling load of structural cylinders has been...
The paper presents a probabilistic methodology for the buckling analysis of sandwich composite cylin...
The initial geometric imperfection is recognized as substantially influential on the buckling behavi...
In this paper the e,ect of random geometric imperfections on the limit loads of isotropic, thin-wall...
AbstractIn the present paper, the effect of random non-uniform axial loading on the buckling behavio...
One possible avenue that may improve design against buckling is to recognise and account for the ran...
International audienceDiscreprencies observed in experimental buckling loads related to thin shells ...
AbstractIn this paper, the effect of material and thickness spatial variation on the buckling load o...
In this paper the effect of random geometric imperfections on the critical load of isotropic, thin-w...
The important role of imperfections on decreasing the buckling load of structural cylinders has been...
The stability of arch and shell structures with random imperfections subjected to random loading is ...
The important role of initial imperfections on decreasing the buckling load of imperfection sensitiv...
Critical loads of shell structures can be properly approximated only thro-ugh including randomness i...
The dynamic buckling load of stochastically imperfect finite right circular cylindrical shells subje...
Thin cylindrical shell structure has initial shape imperfections, and the ultimate behavior of thin ...
The important role of imperfections on decreasing the buckling load of structural cylinders has been...
The paper presents a probabilistic methodology for the buckling analysis of sandwich composite cylin...
The initial geometric imperfection is recognized as substantially influential on the buckling behavi...
In this paper the e,ect of random geometric imperfections on the limit loads of isotropic, thin-wall...
AbstractIn the present paper, the effect of random non-uniform axial loading on the buckling behavio...
One possible avenue that may improve design against buckling is to recognise and account for the ran...
International audienceDiscreprencies observed in experimental buckling loads related to thin shells ...
AbstractIn this paper, the effect of material and thickness spatial variation on the buckling load o...
In this paper the effect of random geometric imperfections on the critical load of isotropic, thin-w...
The important role of imperfections on decreasing the buckling load of structural cylinders has been...
The stability of arch and shell structures with random imperfections subjected to random loading is ...
The important role of initial imperfections on decreasing the buckling load of imperfection sensitiv...
Critical loads of shell structures can be properly approximated only thro-ugh including randomness i...
The dynamic buckling load of stochastically imperfect finite right circular cylindrical shells subje...
Thin cylindrical shell structure has initial shape imperfections, and the ultimate behavior of thin ...
The important role of imperfections on decreasing the buckling load of structural cylinders has been...
The paper presents a probabilistic methodology for the buckling analysis of sandwich composite cylin...
The initial geometric imperfection is recognized as substantially influential on the buckling behavi...