A new global secant relaxation (GSR)‐method‐based improvement procedure is used to improve the overall convergency performance of the modified Newton‐Raphson iteration in carrying out the solution of discrete systems resulting from the finite‐element discretization of a certain class of structural problems involving non‐linear deformation behaviour.
|Number of pages||6|
|Journal||Communications in Numerical Methods in Engineering|
|Publication status||Published - 1994 Jan 1|
All Science Journal Classification (ASJC) codes
- Modelling and Simulation
- Computational Theory and Mathematics
- Applied Mathematics