Numerical analysis of composite steel-concrete beams in ambient temperature and in fire situation

This paper presents three-dimensional numerical models of steel-concrete composite beams with full interaction (no slip between concrete slab and steel beam) using a non-linear procedure. The threedimensional numerical models must be capable of predicting the response of composite beam at ambient te...

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Bibliographic Details
Main Authors: Roberto Martins Gonçalves, Maximiliano Malite, Jorge Munaiar Neto, Larissa Degliuomini Kirchhof
Format: Article
Language:English
Published: Universidade Estadual de Londrina 2005-02-01
Series:Semina: Ciências Exatas e Tecnológicas
Subjects:
Online Access:http://www.uel.br/revistas/uel/index.php/semexatas/article/view/1583