A faster modified newton-raphson iteration

Abstract The paper describes an accelerated modified Newton-Raphson iteration in which the iterative deflection change is a scalar times the previous iterative change plus a further scalar times the usual unaccelerated change. These scalars are automatically recalculated at each iteration. They are related to inner products involving the iterative deflections and the present and past out-of-balance force vectors. The extra computation for each iteration is negligble, the only penalty being the storage of two extra vectors. The method is based on a secant approach and leads to a significant reduction in the required number of iterations. Examples are presented in which the method is applied to the nonlinear analysis of thin plates and shells. The technique is used in conjunction with the finite element method.

[1]  O. C. Zienkiewicz,et al.  THE FINITE ELEMENT METHOD FOR ANALYSIS OF ELASTIC ISOTROPIC AND ORTHOTROPIC SLABS. , 1964 .

[2]  Tore H. Søreide,et al.  Collapse behavior of stiffened plates using alternative finite element formulations , 1977 .

[3]  Samuel Levy,et al.  Bending of Rectangular Plates With Large Deflections , 1942 .

[4]  C. M. Reeves,et al.  Function minimization by conjugate gradients , 1964, Comput. J..

[5]  C. L. Morgan,et al.  Continua and Discontinua , 1916 .

[6]  Roger Fletcher,et al.  A Rapidly Convergent Descent Method for Minimization , 1963, Comput. J..

[7]  A. B. Sabir,et al.  The applications of finite elements to large deflection geometrically nonlinear behaviour of cylindrical shells , 1972 .

[8]  C. G. Broyden The Convergence of a Class of Double-rank Minimization Algorithms 2. The New Algorithm , 1970 .

[9]  Large deformation analysis of plates and cylindrical shells by a mixed finite element method , 1976 .

[10]  D. J. Dawe,et al.  A finite‐deflection analysis of shallow arches by the discrete element method , 1971 .

[11]  J. Z. Zhu,et al.  The finite element method , 1977 .

[12]  G. H. Little Rapid analysis of plate collapse by live-energy minimisation , 1977 .

[13]  Chi-Teh Wang,et al.  Bending of Rectangular Plates With Large Deflections , 1948 .

[14]  S. Oren Self-scaling variable metric algorithms without line search for unconstrained minimization , 1973 .

[15]  A. Jennings Accelerating the Convergence of Matrix Iterative Processes , 1971 .

[16]  M. Hestenes,et al.  Methods of conjugate gradients for solving linear systems , 1952 .

[17]  R. Fletcher,et al.  A New Approach to Variable Metric Algorithms , 1970, Comput. J..

[18]  O. C. Zienkiewicz,et al.  Note on the ‘Alpha’‐constant stiffness method for the analysis of non‐linear problems , 1972 .

[19]  Ken Brodlie,et al.  An assessment of two approaches to variable metric methods , 1977, Math. Program..