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.
|頁（從 - 到）||333-338|
|期刊||Communications in Numerical Methods in Engineering|
|出版狀態||Published - 1994 一月 1|
All Science Journal Classification (ASJC) codes
- Modelling and Simulation
- Computational Theory and Mathematics
- Applied Mathematics