A hypoplastic model for the analysis of requested colums tubular mixing cross-section retangular to the oblique composed flexão.

This paper presents a numerical model for analysis of concrete-filled steel tubular columns. The columns are constituted by rectangular cross-section steel tubes filled by normal and high strength concrete and are subjected to combined axial load and bending about two axes. The model is based on th...

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Bibliographic Details
Main Authors: Dilze C.S.C. Marques, Severino P. C. Marques, Eduardo T. L. Junior, Rodrigo M. Lameiras
Format: Article
Language:Portuguese
Published: Universidade de Fortaleza 2009-06-01
Series:Revista Tecnologia
Subjects:
Online Access:https://periodicos.unifor.br/tec/article/view/137