Computational & Technology Resources
an online resource for computational,
engineering & technology publications |
|
Civil-Comp Proceedings
ISSN 1759-3433 CCP: 93
PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 299
Hybrid-Trefftz Displacement Elements for Incompressible Biphasic Media J.A. Teixeira de Freitas and M. Toma
Instituto Superior Técnico, Technical University of Lisbon, Portugal J.A. Teixeira de Freitas, M. Toma, "Hybrid-Trefftz Displacement Elements for Incompressible Biphasic Media", in , (Editors), "Proceedings of the Tenth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 299, 2010. doi:10.4203/ccp.93.299
Keywords: Hybrid-Trefftz elements, incompressibility, saturated porous media.
Summary
Modelling of the response of hydrated soft tissues is usually based on the biphasic theory proposed by Mow et al. [1]. Typically, the numerical models are based on trapezoidal time integration rules and solved using penalty, mixed-penalty, mixed and hybrid finite element formulations [2].
As modelling of incompressibility remains a sensitive issue, a study was launched to assess the analysis of hydrated soft tissue using the alternative stress and displacement models of the Trefftz variant of the hybrid finite element formulation, the latter of which is addressed here [3]. As is the usual practice, this formulation develops from the discretization in time of the parabolic system of differential equations. However, a high-order time integration procedure is used to enhance the application of the Trefftz concept [4]. This spectral-type decomposition method can be applied to both frequency and time domain analyses and leads, in either case, to a system of uncoupled elliptic equations. This system is discretized next in space domain approximating directly the displacement field in the domain of the element using a naturally hierarchical basis that satisfies the incompressibility condition. This basis and the associated strain field are used to enforce on (Galerkin) average the equilibrium condition and the constitutive relations, respectively. The solving system is symmetric, sparse and well-suited to parallel processing and adaptive refinement. The Trefftz constraint is enforced next. It consists in further constraining the displacement approximation basis to satisfy locally all domain conditions of the problem. As is typical of methods based on free-field solutions of the governing differential equations, all coefficients of the solving system have boundary integral expressions. However, the main advantage of this variant of the hybrid finite element formulation is the stability and the improved rates of convergence induced by a basis that embodies the physics of the problem. The performance of the finite element model is illustrated with the unconfined indentation and the confined and unconfined compression tests of cartilage specimens. The boundary conditions are chosen to model one- and two-dimensional responses, as well as creep and stress relaxation processes. References
purchase the full-text of this paper (price £20)
go to the previous paper |
|