Computational & Technology Resources
an online resource for computational,
engineering & technology publications
Civil-Comp Proceedings
ISSN 1759-3433
CCP: 89
PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY
Edited by: M. Papadrakakis and B.H.V. Topping
Paper 24

The Element Embeddded Interfaces Approach for Modelling Damaged Interfaces

M. Cuomo and L. Contrafatto

Division of Structural Engineering, Department of Civil and Environmental Engineering, University of Catania, Italy

Full Bibliographic Reference for this paper
M. Cuomo, L. Contrafatto, "The Element Embeddded Interfaces Approach for Modelling Damaged Interfaces", in M. Papadrakakis, B.H.V. Topping, (Editors), "Proceedings of the Sixth International Conference on Engineering Computational Technology", Civil-Comp Press, Stirlingshire, UK, Paper 24, 2008. doi:10.4203/ccp.89.24
Keywords: interfaces, strong discontinuities, embedded discontinuities, damaging behaviour.

Summary
The analysis of elements with displacement discontinuities, due either to crack formation or to the presence of interfaces that can debond during the process, usually requires very detailed geometric models, that can follow the propagation of the discontinuity. This is done introducing zero thickness interface elements, that, however, enlarge significantly the number of degrees of freedom. Furthermore, in the commonly used interface elements, it is difficult to model dissipative interfaces avoiding a fictitious elastic opening. As an alternative models based on embedded interfaces have been proposed , that do not appear as interelements discontinuities, and that can follow any path within the elements of the mesh. These models include the extended finite element method (XFEM) and the strong discontinuity approach (SDA) methods. In this paper the development of a SDA based intra-element interface model is examined. It is shown that the kinematic assumptions are the same as in the XFEM, and that special enrichment functions are needed in order to comply with the essential boundary conditions. Then a variational principle is formulated, from which all the relevant equations of the model are obtained. The principle also yields the discretised form of the contiuity conditions for the stresses acting on the interface. Using a recently proposed algorithmic framework, based on the formal analogy between the enriched continuum and the theory of classical plasticity, that avoids static condensation at the element level, the model can be effectively implemented within the context of a classical finite element code.

purchase the full-text of this paper (price £20)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £95 +P&P)