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CivilComp Proceedings
ISSN 17593433 CCP: 74
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON THE APPLICATION OF ARTIFICIAL INTELLIGENCE TO CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and B. Kumar
Paper 13
SCNN Solver for Finite Element Analysis with Neural Network Elements S. Li
Department of Mechanics and Engineering Science, Peking University, Beijing, China S. Li, "SCNN Solver for Finite Element Analysis with Neural Network Elements", in B.H.V. Topping, B. Kumar, (Editors), "Proceedings of the Sixth International Conference on the Application of Artificial Intelligence to Civil and Structural Engineering", CivilComp Press, Stirlingshire, UK, Paper 13, 2001. doi:10.4203/ccp.74.13
Keywords: finite element, neural network, linear solver, stiffness matrix, element stiffness simulation, SCNN.
Summary
The Finite Element Method (FEM) is an important method in numerical
computations. It has been successfully applied in fields of solid, fluid and
electromagnetism. To simulate FEM analysis with artificial neural network is a
challenge problem to both mechanics and computer science. Since it is a new way to
solve some kinds of engineering problems, such as structural analysis with unknown
or complicated constitutive relation components, linear analysis for structure with
nonlinear components, real time analysis and fast reanalysis. The ESS approach
was firstly presented by the author[1] to solve these problems. This approach
simulates the relationship between displacements and loads of an element using an
artificial neural network (ANN). A hybrid stiffness matrix is constructed with the
ANN and other conventional element stiffness matrix. The hybrid matrix can be
constrained, trained and solved[1]. So we can get a global solution with some
unknown elements. This method is successful but still have some difficulties. One is
to find a stable solver to the ESS approach. In this approach, the global stiffness
matrix contains some neural network elements, and is usually not positive and
symmetry. Therefore, the conjunctive gradient method, which we applied before, is
not always applicable.
Structure controllable multilayer forward neural network (SCNN) has been applied to solve matrix inversion[5,3,4], linear equations[2,3,4], eigenvalues/eigenvectors[6] and related problems. It shows the ability to solve illness condition equations. In this paper, we construct a SCNN solver to solve the hybrid stiffness matrix, and it works in all cases. Furthermore, not only the static problems but also the dynamic problems can be solved by the SCNN. Learning factor a is a key parameter to the efficiency of improved BP algorithm. Deduction of this parameter is also given in this paper. By using the SCNN, accuracy of present results increase dramatically comparing to the previous. Additionally, eigenvalues and eigenvectors of structure can be solved by SCNN in ESS approach. The simulation results are satisfactory. So we believe the SCNN is a significant solver for finite element analysis with neural network elements. References
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