Abstract
This paper deals with an important engineering problem, namely the elastoplastic analysis of structures under uncertainty. The analysis model incorporates a class of piecewise linear hardening laws that are sufficiently general to encompass a wide range of practically observed material behavior. The uncertainty we deal with is due to both loads and material parameters. We first formulate the problem as a stochastic nonlinear programming problem and then propose a new simple method for solving it via some approximation techniques.
1This research was supported by the Australian Research Council.
1This research was supported by the Australian Research Council.
Notes
1This research was supported by the Australian Research Council.