A characteristic "nite element (CFE) algorithm for modelling contaminant transport problems coupled with non-linear competitive adsorption is presented. An alternative algorithm, termed as the transport-equilibrium Petrov}Galerkin (TEPG) methods in this paper, is also presented for comparison. Throu
Numerical modelling of non-linear electroelasticity
โ Scribed by D. K. Vu; P. Steinmann; G. Possart
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 328 KB
- Volume
- 70
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.1902
No coin nor oath required. For personal study only.
๐ SIMILAR VOLUMES
The Tuned Liquid Damper (TLD) is modelled numerically as an equivalent tuned mass damper with non-linear sti!ness and damping. These parameters are derived from extensive experimental results described in References 1 and 2. This Non-linear Sti!ness and Damping (NSD) model captures the behaviour of
## Abstract This study presents a numerical integration method for the nonโlinear viscoelastic behaviour of isotropic materials and structures. The Schapery's threeโdimensional (3D) nonโlinear viscoelastic material model is integrated within a displacementโbased finite element (FE) environment. The
A non-linear "nite element (FE) model is presented to account for soil column e!ects on strong ground motion. A three-dimensional bounding surface plasticity model with a vanishing elastic region, appropriate for non-lique"able soils, is formulated to accommodate the e!ects of plastic deformation ri