Composite connections in slim-floor system: An experimental study


Autoria(s): Nardin, Silvana de; El Debs, Ana Lucia Homce de Cresce
Contribuinte(s)

UNIVERSIDADE DE SÃO PAULO

Data(s)

05/11/2013

05/11/2013

2012

Resumo

This paper reports the results of full-scale tests in beam-to-column connections for composite slim floor systems, including tests on Bare Steel connection and composite connection. The tested system consists of a concrete-filled composite column and a composite floor where an asymmetric steel beam is connected to a composite column by shear steel plates. Tests results previously obtained on partially encased composite beams were used to define the position of the headed studs in the slim floor system. Based on the obtained results of connections, the composite and Bare Steel connection behaved as semi-rigid and nominally pinned respectively. The tests results also indicated a significant contribution of the slim floor to the moment capacity of the connection. (C) 2011 Elsevier Ltd. All rights reserved.

Fapesp - Research Support Foundation of Sao Paulo State

FAPESP (Sao Paulo State Foundation of Research Support)

Identificador

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, OXFORD, v. 68, n. 1, supl. 4, Part 1-2, pp. 78-88, JAN, 2012

0143-974X

http://www.producao.usp.br/handle/BDPI/41116

10.1016/j.jcsr.2011.07.006

http://dx.doi.org/10.1016/j.jcsr.2011.07.006

Idioma(s)

eng

Publicador

ELSEVIER SCI LTD

OXFORD

Relação

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

Direitos

closedAccess

Copyright ELSEVIER SCI LTD

Palavras-Chave #SLIM FLOOR #COMPOSITE CONNECTION #BEAM-TO-COLUMN CONNECTION #ENCASED BEAM #BEAMS #CONSTRUCTION & BUILDING TECHNOLOGY #ENGINEERING, CIVIL
Tipo

article

original article

publishedVersion