Experimental study on the flexural behavior of large-scale rectangular concrete-filled steel tubular beams

ABSTRACT This paper presents a series of test results of large-scale rectangular concrete-filled steel tubular (CFST) beams to explore their performance under pure bending. Concrete-filling tests were initially carried out on two beam specimens of 12-m in length to investigate the feasibility of cas...

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Bibliographic Details
Main Authors: J. M. Flor, R. H. Fakury, R. B. Caldas, F. C. Rodrigues, A. H. M. Araújo
Format: Article
Language:English
Published: Instituto Brasileiro do Concreto (IBRACON)
Series:Revista IBRACON de Estruturas e Materiais
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000400895&lng=en&tlng=en