
doi: 10.1002/cnm.435
AbstractThe main idea of the paper is to introduce the second‐order perturbation second probabilistic moment extension of the finite difference method (FDM). The approach can be successfully applied to all these engineering analyses where FDM modelling is still useful and some structural parameters are treated as random variables or fields. The main advantage of the stochastic finite difference method (SFDM) proposed is relatively easy extension of the existing deterministic results in the classical theory of elasticity on the random or even stochastic problems. A very attractive aspect can be the usage of the SFDM in the stochastic signals processing in a conjunction with the wavelet optimized FDM. Copyright © 2001 John Wiley & Sons, Ltd.
Finite difference methods applied to problems in solid mechanics, random twisted prismatic beam, biharmonic equation, Rods (beams, columns, shafts, arches, rings, etc.), Composite and mixture properties
Finite difference methods applied to problems in solid mechanics, random twisted prismatic beam, biharmonic equation, Rods (beams, columns, shafts, arches, rings, etc.), Composite and mixture properties
| selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 1 | |
| popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network. | Average | |
| influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Average | |
| impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Average |
