TY - JOUR
T1 - Hybrid-Trefftz displacement and stress elements for bounded poroelasticity problems
AU - Moldovan, Ionuţ Dragoş
AU - Freitas, João A. Teixeira de
N1 - Funding Information:
This research has been partially supported by Fundação para a Ciência e a Tecnologia through research contract PTDC/ECM/70781/2006.
PY - 2012/5
Y1 - 2012/5
N2 - The hybrid-Trefftz displacement and stress elements for poroelasticity are applied here to the spectral analysis of bounded saturated porous media. The displacement model is derived from the direct approximation of the displacement and fluid seepage fields in the domain of the element and of the tractions and pore pressures in the solid and fluid phases, respectively, on the Dirichlet boundary of the element. Conversely, the stress model is obtained by the direct approximation of the total stress and pore pressure fields in the domain, while independent approximations of the displacement and fluid seepage fields are enacted on the Neumann boundaries. As typical of the Trefftz methods, for both models, the domain approximation bases are constrained to satisfy locally all field equations. The central objective of the paper is to present a consistent set of tests designed to evaluate the ability of the proposed models to accurately predict the response of saturated porous media subjected to harmonic excitation and to assess the corresponding convergence patterns. Emphasis is placed on some key advantages of the presented formulation, namely the insensitivity of the results to gross mesh distortion, to near-incompressibility of the medium and to the wavelength content of the propagating wave, which enables the use of frequency-independent finite element meshes.
AB - The hybrid-Trefftz displacement and stress elements for poroelasticity are applied here to the spectral analysis of bounded saturated porous media. The displacement model is derived from the direct approximation of the displacement and fluid seepage fields in the domain of the element and of the tractions and pore pressures in the solid and fluid phases, respectively, on the Dirichlet boundary of the element. Conversely, the stress model is obtained by the direct approximation of the total stress and pore pressure fields in the domain, while independent approximations of the displacement and fluid seepage fields are enacted on the Neumann boundaries. As typical of the Trefftz methods, for both models, the domain approximation bases are constrained to satisfy locally all field equations. The central objective of the paper is to present a consistent set of tests designed to evaluate the ability of the proposed models to accurately predict the response of saturated porous media subjected to harmonic excitation and to assess the corresponding convergence patterns. Emphasis is placed on some key advantages of the presented formulation, namely the insensitivity of the results to gross mesh distortion, to near-incompressibility of the medium and to the wavelength content of the propagating wave, which enables the use of frequency-independent finite element meshes.
KW - Harmonic excitation
KW - Hybrid-Trefftz finite elements
KW - Saturated porous media
UR - http://www.scopus.com/inward/record.url?scp=84857512142&partnerID=8YFLogxK
U2 - 10.1016/j.compgeo.2011.12.003
DO - 10.1016/j.compgeo.2011.12.003
M3 - Article
AN - SCOPUS:84857512142
SN - 0266-352X
VL - 42
SP - 129
EP - 144
JO - Computers and Geotechnics
JF - Computers and Geotechnics
ER -