Concrete tie model for the flexural behavior of RC and PC sections
Rossier, Stéphane; Burdet, Olivier; Favre, Renaud
1998

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Abstract

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.

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Title Concrete tie model for the flexural behavior of RC and PC sections
Author(s) Rossier, Stéphane ; Burdet, Olivier ; Favre, Renaud
Published in 2nd International PhD Symposium in Civil Engineering
Conference 2nd International PhD Symposium in Civil Engineering
Date 1998
Publisher Budapest, Hungary, 2nd International PhD Symposium in Civil Engineering
Keywords
Additional link URL
Laboratories IBETON
Record Appears in Scientific production and competences > ENAC - School of Architecture, Civil and Environmental Engineering > IIC - Civil Engineering Institute > IBETON - Structural Concrete Laboratory
Peer-reviewed publications
Conference Papers
Work produced at EPFL
Published
Record creation date 2007-09-12

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