Abstract

Background:Stiffened panels are being used as a lightweight structure in aerospace, marine engineering and retrofitting of building and bridge structure. In this paper, two efficient analytical computational tools, namely, Finite Element Analysis (FEA) and Artificial Neural Network (ANN) are used to analyze and compare the results of the laminated composite 750-hat-stiffened panels.Objective:Finite Element (FE) is an efficient and versatile method for the analysis of a complex problem. FE models have been used to generate data set of four different parameters. The four parameters are extensional stiffness ratio of skin in the longitudinal direction to the transverse direction, orthotropy ratio of the panel, the ratio of twisting stiffness to transverse flexural stiffness and smeared extensional stiffness ratio of stiffeners to that of the plate.Results and Conclusion:For training of ANN, multilayer feedforward back-propagation has been used as a network function with two-hidden layers in the neural network. The good network architecture is achieved after several iterations to predict the buckling load of the stiffened panel. ANN prediction for unknown new data set is in good agreement with FEA results of different cases, which show that ANN tool can be used for the design of complex structural problems in civil engineering and optimization of the laminated composite stiffened panel.

Highlights

  • Lightweight structures are being used in various engineering applications

  • The model of the hat-stiffened panel has been validated with results reported by Stroud et al [5] which were obtained through the Engineering Analysis Language (EAL) on hat-stiffened panel of dimension 762 mm x 762 mm with six hat stiffeners

  • Buckling of the laminated composite 75-hat-stiffened panels has been analyzed by the artificial neural network with Finite Element Analysis (FEA) generated data

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Summary

Objective

Finite Element (FE) is an efficient and versatile method for the analysis of a complex problem. The four parameters are extensional stiffness ratio of skin in the longitudinal direction to the transverse direction, orthotropy ratio of the panel, the ratio of twisting stiffness to transverse flexural stiffness and smeared extensional stiffness ratio of stiffeners to that of the plate

Results and Conclusion
INTRODUCTION
FE ANALYSIS AND VALIDATION STUDIES OF LAMINATED COMPOSITE PANELS
Validation Studies
Numerical Studies of Panel
PREDICTION OF BUCKLING LOAD BY ANN
Selection of Training and Testing Data from the Main Data-sheet
Deciding the Network Type and Another Required Parameter
Evaluate the Performance of ANN Network
RESULTS AND DISCUSSION
CONCLUSION
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