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.


Publié dans:
2nd International PhD Symposium in Civil Engineering
Présenté à:
2nd International PhD Symposium in Civil Engineering
Année
1998
Publisher:
Budapest, Hungary, 2nd International PhD Symposium in Civil Engineering
Mots-clefs:
Laboratoires:




 Notice créée le 2007-09-12, modifiée le 2018-11-18

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