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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 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.
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