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.


Published in:
2nd International PhD Symposium in Civil Engineering
Presented at:
2nd International PhD Symposium in Civil Engineering
Year:
1998
Publisher:
Budapest, Hungary, 2nd International PhD Symposium in Civil Engineering
Keywords:
Laboratories:




 Record created 2007-09-12, last modified 2018-03-16

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