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 OJCE  Vol.6 No.1 , February 2016
Application of Artificial Neural Network for Analysis of Triangular Plate with Hole Considering Different Geometrical and Loading Parameters
Abstract: In this study, Artificial Neural Network has been employed for analysis of triangular plate with different geometrical and loading parameters. Plates, having different sizes of concentric holes are analyzed. Finite element analysis for 81 cases is carried out using ANSYS Workbench 15.0 software. Using these data of FEM analysis an Artificial Neural Network has been trained. The successfully trained network is further used for analysis of four new cases which are also validated by using ANSYS Workbench 15.0 software.
Cite this paper: Rusia, S. and Pathak, K. (2016) Application of Artificial Neural Network for Analysis of Triangular Plate with Hole Considering Different Geometrical and Loading Parameters. Open Journal of Civil Engineering, 6, 31-41. doi: 10.4236/ojce.2016.61004.
References

[1]   McCulloch, W.S. and Pitts, W.H. (1943) A Logical Calculus of the Ideas Imminent in Nervous Activity. The Bulletin of Mathematical Biophysics, 5, 115-133.
http://dx.doi.org/10.1007/BF02478259

[2]   Garrett, J.H. (1994) Where and Why Artificial Neural Networks Are Applicable in Civil Engineering. Journal of Computing in Civil Engineering, 8, 129-130.
http://dx.doi.org/10.1061/(ASCE)0887-3801(1994)8:2(129)

[3]   Nicholas, P.E., Padmanaban, K.P., Vasudevan, D. and Selvaraj, I.J. (2014) Neural Network Based Buckling Strength Prediction of Laminated Composite Plate with Central Cutout. Applied Mechanics and Materials, 592-594, 560-564.
http://dx.doi.org/10.4028/www.scientific.net/AMM.592-594.560

[4]   Adeli, H. (2001) Neural Networks in Civil Engineering: 1989-2000. Computer-Aided Civil and Infrastructure Engineering, 16, 126-142.
http://dx.doi.org/10.1111/0885-9507.00219

[5]   ANSYS (2013) Workbench User’ s Guide. ANSYS Work. 15.0 15317, 724-746.

[6]   Pan, Z., Cheng, Y. and Liu, J. (2013) Stress Analysis of a Finite Plate with a Rectangular Hole Subjected to Uniaxial Tension Using Modified Stress Functions. International Journal of Mechanical Sciences, 75, 265-277.
http://dx.doi.org/10.1016/j.ijmecsci.2013.06.014

[7]   Paik, J.K. (2008) Ultimate Strength of Perforated Steel Plates under Combined Biaxial Compression and Edge Shear Loads. Thin-Walled Structures, 46, 207-213.
http://dx.doi.org/10.1016/j.tws.2007.07.010

[8]   Baba, B.O. (2007) Buckling Behavior of Laminated Composite Plates. Journal of Reinforced Plastics and Composites, 26, 1637-1655.
http://dx.doi.org/10.1177/0731684407079515

[9]   Singh, A. and Paul, U. (2003) Finite Displacement Static Analysis of Thin Plate with an Opening––A Variational Approach. International Journal of Solids and Structures, 40, 4135-4151.
http://dx.doi.org/10.1016/S0020-7683(03)00204-X

[10]   Wu, H.C. and Mu, B. (2003) On Stress Concentrations for Isotropic/Orthotropic Plates and Cylinders with a Circular Hole. Composites Part B: Engineering, 34, 127-134.
http://dx.doi.org/10.1016/S1359-8368(02)00097-5

[11]   Ukadgaonker, V.G. and Rao, D.K.N. (2000) A General Solution for Moments around Holes in Symmetric Laminates. Composite Structures, 49, 41-54.
http://dx.doi.org/10.1016/S0263-8223(99)00124-5

[12]   Hu, H.-T. and Lin, B.-H. (1995) Buckling Optimization of Symmetrically Laminated Plates with Various Geometries and End Conditions. Composites Science and Technology, 55, 277-285.
http://dx.doi.org/10.1016/0266-3538(95)00105-0

 
 
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