The aim of this contribution is the development of a finite element formulation tailored to capture strong discontinuities in fluid-saturated porous media. Thereby, strong discontinuities are considered as the final failure mechanism within localization problems. The failure kinematics are governed
Enhanced finite element formulation for geometrically linear fluid-saturated porous media
✍ Scribed by Areti Papastavrou; Paul Steinmann; Erwin Stein
- Publisher
- John Wiley and Sons
- Year
- 1997
- Tongue
- English
- Weight
- 301 KB
- Volume
- 2
- Category
- Article
- ISSN
- 1082-5010
No coin nor oath required. For personal study only.
✦ Synopsis
This contribution is concerned with a new mixed ®nite element formulation for geometrically linear Terzaghi± Biot type ¯uid-saturated porous media. To this end, an extended Hu±Washizu type mixed variational principle is presented for ¯uid-saturated porous continua. Then, a suitable discretization and its implementation are discussed, resulting in an improved element behaviour especially in numerical localization analyses. The intriguing element performance is ®rstly demonstrated for the case of localization within an elastoplastic compression problem. Finally, an elastoplastic slope stability problem is examined, whereby the new element formulation proves to render more pronounced failure modes as compared with a standard element expansion.
📜 SIMILAR VOLUMES
We use the ®nite element method to solve reactive mass transport problems in ¯uid-saturated porous media. In particular, we discuss the mathematical expression of the chemical reaction terms involved in the mass transport equations for an isothermal, non-equilibrium chemical reaction. It has turned
A new computational method is developed for numerical solution of the Richards equation for flow in variably saturated porous media. The new method, referred to as the mixed transform finite element method, employs the mixed formulation of the Richards equation but expressed in terms of a partitione
The paper is concerned with the ÿnite element formulation of a recently proposed geometrically exact shell theory with natural inclusion of drilling degrees of freedom. Stress hybrid ÿnite elements are contrasted by strain hybrid elements as well as enhanced strain elements. Numerical investigations