2018
DOI: 10.1590/s1983-41952018000500004
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Crestbond shear connectors for load transfer in concrete filled tube columns

Abstract: This paper presents an experimental study with numerical modeling of Crestbond shear connectors in concrete filled tube columns. The Crestbond, which consists in a steel plate with regular cuttings, was originally conceived for composite beams and is now being proposed as an alternative device for load introduction and shear transfer at the steel-concrete interface in concrete filled tube columns. The results achieved in this work were very favorable to the new application proposed for the connector as high va… Show more

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Cited by 2 publications
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“…Oliveira et al [3] and Cardoso [7] carried out an experimental study composed of CFCCs of circular and rectangular cross section in which the Crestbond shear connector was applied as a load transfer device. The tests were conducted based on the guidelines in annex B of EN 1994-1-1:2004 [14] for standard push test (Figure 3a), and the results obtained were used for the development of a representative numerical model [4]- [6] (Figure 3b). This finite element (FE) model was created in Abaqus using 8-node brick elements (C3D8), with seed size of 8 mm in the Crestbond and surroundings.…”
Section: Literature Reviewmentioning
confidence: 99%
“…Oliveira et al [3] and Cardoso [7] carried out an experimental study composed of CFCCs of circular and rectangular cross section in which the Crestbond shear connector was applied as a load transfer device. The tests were conducted based on the guidelines in annex B of EN 1994-1-1:2004 [14] for standard push test (Figure 3a), and the results obtained were used for the development of a representative numerical model [4]- [6] (Figure 3b). This finite element (FE) model was created in Abaqus using 8-node brick elements (C3D8), with seed size of 8 mm in the Crestbond and surroundings.…”
Section: Literature Reviewmentioning
confidence: 99%
“…The ¾ scaled experimental evaluation characterized the composite connection utilizing a through plate with rigid shear connectors as a fully restrained strong panel elastic nature. Whereas, Aguiar et al [98] utilized Crestbond shear connectors (steel plate with regular cuttings similar to puzzle shape composite dowels used as shear connector shown in Fig. 7 (b)) in concrete filled-steel tube columns at the beam-column interface for shear load transfer.…”
Section: Shear Connectors In Composite Columnmentioning
confidence: 99%