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

Autor: Afonso Henrique Mascarenhas de Araújo, Ricardo Hallal Fakury, Rodrigo Barreto Caldas, Francisco Carlos Rodrigues, Jacqueline Maria Flor

Publikováno v: Revista IBRACON de Estruturas e Materiais v.10 n.4 2017
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Vol 10, Iss 4, Pp 895-905

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 len

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::65d2fbfb6e437992d63b284e99a84e2d
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000400895

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

Autor: J. M. Flor, R. H. Fakury, R. B. Caldas, F. C. Rodrigues, A. H. M. Araújo

Publikováno v: Revista IBRACON de Estruturas e Materiais, Vol 10, Iss 4, Pp 895-905

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

Externí odkaz: https://doaj.org/article/805ba811c8924146a87f13be49169d11

Análise teórico-experimental de pilares mistos preenchidos de seção circular

Autor: Oliveira, Walter Luiz Andrade de

Os pilares mistos preenchidos são elementos estruturais constituídos por um tubo de aço preenchido com concreto de qualidade estrutural. O objetivo principal do trabalho foi estudar o comportamento dos pilares mistos preenchidos de seção circula

Externí odkaz: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07082008-081526/