A quasi-static interface damage model with frictional contact – applications to steel reinforced concrete structures
Price
Free (open access)
Volume
Volume 6 (2018), Issue 6
Pages
13
Page Range
1043 - 1056
Paper DOI
10.2495/CMEM-V6-N6-1043-1056
Copyright
WIT Press
Author(s)
ROMAN VODIČKA* & FILIP KŠIŇAN
Abstract
A model for numerical analysis of compound structures made of various materials is presented. The mathematical concept of solution is based on quasi-static evolution of debonding processes occurring along the interface. It is formulated in terms of energies considering the stored energy represented by the elastic energy of the structures and dissipation due to damage processes, plastic slip at the inter- face or friction. The numerical solution includes a semi-implicit time stepping procedure, relying on splitting of the whole problem at a current time step into two problems of variational nature solved recursively. The space discretisation includes Symmetric Galerkin Boundary Element Method used to obtain the stored energies, and, in combination with the variational character of the recursive problems, also to calculate its gradients to be utilized in non-linear programming algorithms for finding the time- evolving solution. Numerical results are demonstrated for a steel-concrete interface frequently met in civil engineering applications to assess the model applicability in engineering practice.
Keywords
cohesive interface, contact with friction, interface damage, interface plastic slip, quadratic programming, quasi-static delamination, SGBEM