A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Artificial neural network prediction of buckling load of thin cylindrical shells under axial compression
HighlightsANNs using Bayesian regularisation backpropagation used to predict buckling load.370 shell specimens were used to train and 20 specimens to validate the ANN models.The predicted buckling load were compared with NASA and EC3 design recommendations.The ANN models predict buckling load within 10% of the experimental buckling load.NASA SP-8007 and EC3 provide 10–50% conservative estimates for buckling loads.
AbstractThin-walled circular cylindrical shells under axial compression are prone to buckling; the reduction of buckling load from the theoretical estimation is considered primarily due to imperfection sensitivity. The buckling load from carefully conducted experiments using nominally similar shells falls below the prediction by the classical theory with substantial scatter. The current design recommendations apply highly conservative knockdown factors to the theoretical buckling loads to estimate the load carrying capacity of the shell structures. In this study, a systematic analysis of experimental data from the literature has been conducted using the artificial neural network (ANN). The networks were trained using Bayesian regularisation backpropagation training function. Two network models with eight and ten neurones were used to train, test and validate 390 sets of experimental data. The buckling loads predicted by the ANN models were compared with the design recommendations by National Aeronautics and Space Administration (NASA), Eurocode 3 (EC3) and the experimental buckling loads. The ANN models predict buckling load within 10% of the experimental buckling load and can be reliably used within the parametric range used in training. The NASA design recommendations provides 10–50% conservative estimates compared to the experimental loads while EC3 predictions are conservative by more than 50%.
Artificial neural network prediction of buckling load of thin cylindrical shells under axial compression
HighlightsANNs using Bayesian regularisation backpropagation used to predict buckling load.370 shell specimens were used to train and 20 specimens to validate the ANN models.The predicted buckling load were compared with NASA and EC3 design recommendations.The ANN models predict buckling load within 10% of the experimental buckling load.NASA SP-8007 and EC3 provide 10–50% conservative estimates for buckling loads.
AbstractThin-walled circular cylindrical shells under axial compression are prone to buckling; the reduction of buckling load from the theoretical estimation is considered primarily due to imperfection sensitivity. The buckling load from carefully conducted experiments using nominally similar shells falls below the prediction by the classical theory with substantial scatter. The current design recommendations apply highly conservative knockdown factors to the theoretical buckling loads to estimate the load carrying capacity of the shell structures. In this study, a systematic analysis of experimental data from the literature has been conducted using the artificial neural network (ANN). The networks were trained using Bayesian regularisation backpropagation training function. Two network models with eight and ten neurones were used to train, test and validate 390 sets of experimental data. The buckling loads predicted by the ANN models were compared with the design recommendations by National Aeronautics and Space Administration (NASA), Eurocode 3 (EC3) and the experimental buckling loads. The ANN models predict buckling load within 10% of the experimental buckling load and can be reliably used within the parametric range used in training. The NASA design recommendations provides 10–50% conservative estimates compared to the experimental loads while EC3 predictions are conservative by more than 50%.
Artificial neural network prediction of buckling load of thin cylindrical shells under axial compression
Tahir, Zia ul Rehman (author) / Mandal, Parthasarathi (author)
Engineering Structures ; 152 ; 843-855
2017-09-01
13 pages
Article (Journal)
Electronic Resource
English
Buckling of thin-walled cylindrical shells under axial compression
| Tema Archive | 2009
Buckling of cylindrical shells under axial compression
| Engineering Index Backfile | 1967
Buckling Strength of Pressurized Cylindrical Shells under Axial Compression
| British Library Conference Proceedings | 2014
Buckling of intermediate ring supported cylindrical shells under axial compression
Online Contents | 2005