Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
286391 | Journal of Constructional Steel Research | 2007 | 17 Pages |
Abstract
This paper proposes an alternative construction system for composite portal frames. The proposed process uses a perfobond rib shear connector and a connection element, denominated “T-rib” for composite action. The “T-rib” connection element was developed with the aim of transferring the forces from the reinforcing bars, used in hogging moment regions, to edge and corner column flanges. Full-scale test results of a composite semi-rigid portal frame are presented in terms of load–deflection, load–deformation and load–rotation curves.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
P.C.G. da S. Vellasco, S.A.L. de Andrade, L.T.S. Ferreira, L.R.O. de Lima,