Study of partially encased composite beams with innovative position of stud bolts


Autoria(s): NARDIN, Silvana De; DEBS, Ana Lucia H. C. El
Contribuinte(s)

UNIVERSIDADE DE SÃO PAULO

Data(s)

18/10/2012

18/10/2012

2009

Resumo

In this article, static behavior of three partially encased composite beams under flexural condition is investigated in the context of studying some alternative positions for the headed studs. Shear resistance between the I-shaped beam and the concrete was provided by headed studs in two positions: vertically welded oil the bottom flange and horizontally welded on the faces of the web. Experimental results show that the headed studs provide the composite action and increase the bending strength. The most remarkable position seems to be the headed studs vertically welded oil the bottom flange. Ail analytical method to estimate the bending capacity of the encased beams is also proposed, giving a good prediction of the experimental results (C) 2008 Elsevier Ltd. All rights reserved.

Fapesp - Research Support Foundation Of Sao Paulo State

Identificador

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, v.65, n.2, p.342-350, 2009

0143-974X

http://producao.usp.br/handle/BDPI/17881

10.1016/j.jcsr.2008.03.021

http://dx.doi.org/10.1016/j.jcsr.2008.03.021

Idioma(s)

eng

Publicador

ELSEVIER SCI LTD

Relação

Journal of Constructional Steel Research

Direitos

restrictedAccess

Copyright ELSEVIER SCI LTD

Palavras-Chave #Composite beam #Shear transfer #Encased beam #composite action #Flexural behavior #Headed studs #Bending capacity #Analytical method #Construction & Building Technology #Engineering, Civil
Tipo

article

original article

publishedVersion