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Published byAbner Allen Modified over 9 years ago
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Automation of Engineering Design Aids using Neural Networks Siripong Malasri and Jittapong Malasri Christian Brothers University Kriangsiri Malasri Georgia Tech MAESC ’05 – May 13, 2005
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Presentation Overview Introduction Artificial Neural Networks The Stress Concentration Problem Software Development Data preparation Network training and validation Standalone application development Conclusions and Future Work
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Introduction Traditional design aids Look-up tables Graphical plots Shortcomings Inaccurate interpolation/extrapolation Difficult to smoothly integrate with computer applications
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Neural Networks Have been used to recognize patterns and project trends in data Backpropagation model – can be trained to generate desired input-output relationships
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Stress Concentration (1) Objective Calculate the peak stress in a notched beam cross-section subject to a bending moment Possible approaches Finite-element analysis Experimental procedures Determine a stress concentration factor from a design aid
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Stress Concentration (2) Stress concentration factor, C Function of the ratios a/h 2 and h 1 /h 2 Peak stress at notch: M = bending moment applied I = cross-sectional moment of inertia c = distance from N.A.
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Software – Data Preparation Training data obtained from a published graphical design aid Inputs: a/h 2, h 1 /h 2 Output: C 46 training pairs, 15 calibration pairs, 15 validation pairs
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Software – Network Training NeuroShell 2 software Backpropagation network with 2 input neurons, 8 hidden neurons, and 1 output neuron Excellent results from trained network
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Software – Standalone Program Interface developed in Visual Basic Network code generated from NeuroShell 2
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Conclusions and Future Work Excellent network estimates of the stress concentration factor for this particular application Standalone executable is portable to any Windows computer Future work: comprehensive stress analysis program with a variety of cross-sections
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