Publicação

Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid joints

Detalhes bibliográficos
Resumo:	This paper describes a series of experimental tests followed by finite element simulations produced to enable the prediction of moment resistance and rotation capacity of minor axis beam-to-column semi-rigid connections. These investigations motivated the development of a mechanical model to assess the connection's structural response. The mechanical model is based on the component method of design, in accordance with the Eurocode 3 specification. This philosophy implies that each joint component is represented by a spring possessing a non-linear force versus displacement (F-[Delta]) curve. The model was subsequently calibrated against experimental and finite element results previously performed.
Autores principais:	Lima, L. R. O. de
Outros Autores:	Andrade, S. A. L. de; Vellasco, P. C. G. da S.; Silva, L. S. da
Assunto:	Structural steel connections Semi-rigid joints Finite element modelling, Component method Mechanical models
Ano:	2002
País:	Portugal
Tipo de documento:	artigo
Tipo de acesso:	acesso aberto
Instituição associada:	Universidade de Coimbra
Idioma:	inglês
Origem:	Estudo Geral - Universidade de Coimbra

Descrição
Resumo:	This paper describes a series of experimental tests followed by finite element simulations produced to enable the prediction of moment resistance and rotation capacity of minor axis beam-to-column semi-rigid connections. These investigations motivated the development of a mechanical model to assess the connection's structural response. The mechanical model is based on the component method of design, in accordance with the Eurocode 3 specification. This philosophy implies that each joint component is represented by a spring possessing a non-linear force versus displacement (F-[Delta]) curve. The model was subsequently calibrated against experimental and finite element results previously performed.