B Free Finite Element Approach for Saturated Porous Media: Consolidation

Joint Authors

Pastor, Manuel
Stickle, M. M.
Yague, A.

Source

Mathematical Problems in Engineering

Issue

Vol. 2016, Issue 2016 (31 Dec. 2016), pp.1-12, 12 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2016-06-05

Country of Publication

Egypt

No. of Pages

12

Main Subjects

Civil Engineering

Abstract EN

The B free finite element approach is applied to the governing equations describing the consolidation process in saturated poroelastic medium with intrinsically incompressible solid and fluid phases.

Under this approach, where Voigt notation is avoided, the finite element equilibrium equations and the linearization of the coupled governing equations are fully derived using tensor algebra.

In order to assess the B free approach for the consolidation equations, direct comparison with analytical solution of the response of a homogeneous and isotropic water-saturated poroelastic finite column under harmonic load is presented.

The results illustrate the capability of this finite element approach of reproducing accurately the response of quasistatic phenomena in a saturated porous medium.

American Psychological Association (APA)

Stickle, M. M.& Yague, A.& Pastor, Manuel. 2016. B Free Finite Element Approach for Saturated Porous Media: Consolidation. Mathematical Problems in Engineering،Vol. 2016, no. 2016, pp.1-12.
https://search.emarefa.net/detail/BIM-1112160

Modern Language Association (MLA)

Stickle, M. M.…[et al.]. B Free Finite Element Approach for Saturated Porous Media: Consolidation. Mathematical Problems in Engineering No. 2016 (2016), pp.1-12.
https://search.emarefa.net/detail/BIM-1112160

American Medical Association (AMA)

Stickle, M. M.& Yague, A.& Pastor, Manuel. B Free Finite Element Approach for Saturated Porous Media: Consolidation. Mathematical Problems in Engineering. 2016. Vol. 2016, no. 2016, pp.1-12.
https://search.emarefa.net/detail/BIM-1112160

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1112160