A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction

A. A. Del Savio, D. A. Nethercot, P. C.G.S. Vellasco, S. A.L. Andrade, L. F. Martha

Research output: Contribution to conferencePaper (Contribution to a conference)

2 Scopus citations

Abstract

Nowadays, using the Eurocode 3 component method, it is possible to evaluate the rotational stiffness and moment capacity of semi-rigid joints when subject to pure bending. However, this component method is not yet able to calculate these properties when, in addition to the applied moment, an axial force is also present. The main aim of this paper is to propose a mechanical model for semi-rigid end-plate beam-to-column joints including the axial force versus bending moment interaction. This paper also presents a detailed description of the numerical results that were generated and validated against experiments and analytical data.
Original languageAmerican English
Pages481-486
Number of pages6
StatePublished - 1 Dec 2007
Externally publishedYes
Event5th International Conference on Advances in Steel Structures, ICASS 2007 -
Duration: 1 Dec 2007 → …

Conference

Conference5th International Conference on Advances in Steel Structures, ICASS 2007
Period1/12/07 → …

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    Del Savio, A. A., Nethercot, D. A., Vellasco, P. C. G. S., Andrade, S. A. L., & Martha, L. F. (2007). A component method model for semi-rigid end-plate beam-to-column joints including the axial versus bending moment interaction. 481-486. Paper presented at 5th International Conference on Advances in Steel Structures, ICASS 2007, .