Concrete tie model for the flexural behavior of RC and PC sections
The enhanced concrete tie model described in this paper can be used to determine the flexural behavior of RC and PC sections. This model is applicable to any concrete section, without shape restriction and will be implemented in a shell FE package. To evaluate the performance of the proposed model, a simple program has been developed, using a discretization of the cross section in slices.
Keywords: non-linear ; fluage ; creep ; numerical simulation ; Theory of structures ; non linear analysis ; serviceability ; simulation numérique ; analyse non linéaire ; fissuration ; non-linéaire ; analyse des structures ; aptitude au service ; crack growth
Record created on 2007-09-12, modified on 2016-08-08