Abstract
The Certain Generalized Stresses Method (CGSM) takes into account variability in static finite element analysis. The CGSM is dedicated to thin-walled structures: bars, beams, plates and shells. The objective of this paper is to present and evaluate a methodology based on the CGSM, for the static finite element analysis of plates with variability. The CGSM is a non-intrusive method that requires only one finite element analysis with some load cases to calculate the variability of mechanical quantities of interest. The statistical results: mean value, standard deviation and distribution are obtained by Monte Carlo simulations, using a semi-analytical formula. Two examples are treated: a square plate with a circular hole under tension and a simply supported square bending plate under uniformly distributed load. The method provides results of good quality and is very economical from a computational time point of view.
Original language | English |
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Pages (from-to) | 12-21 |
Number of pages | 10 |
Journal | Structural Safety |
Volume | 61 |
DOIs | |
Publication status | Published - 1 Jul 2016 |
Keywords
- CGSM
- Finite elements
- Monte Carlo simulation
- Non-intrusive
- Plate
- Probabilistic
- Variability