Xavier, Ellen MartinsRibeiro Neto, Juliano GeraldoSarmanho, Arlene Maria CunhaAmparo, Lucas RoquetePaula, Letícia Gualberto Caldeira de2020-06-252020-06-252019XAVIER, E. M. et al. Experimental analysis of bolts employed as shear connectors in circular concrete-filled tube columns. Revista IBRACON de Estruturas e Materiais, São Paulo, v. 12, n. 2, p. 337-370, abr. 2019. Disponível em: <http://www.scielo.br/scielo.php?pid=S1983-41952019000200337&script=sci_arttext>. Acesso em: 10 mar. 2020.1983-4195http://www.repositorio.ufop.br/handle/123456789/12388This paper presents experimental and theoretical analysis of bolts employed as shear connectors in circular concrete-filled steel tube columns (CFTs). The theoretical results, obtained from ABNT NBR 16239:2013 formulations, were compared with the experimental results. A series of push-out tests were carried out, where the diameter and length of the bolts, the number of connectors and the concrete strength were varied. From the experimental results, it was observed that the equations from ABNT NBR 16239:2013 are conservative. Therefore, it is proposed an adjustment to the formulations in order to consider the concrete confinement. It was also verified that increments in the diameter and the length of the bolt increase the load capacity of the connector. However, the variation of the quantity of bolts and the concrete strength did not interfere in the load capacity.en-USabertoCircular tubular sectionSeção tubular circularArtigo publicado em periodicoThis is an open-access article distributed under the terms of the Creative Commons Attribution License. Fonte: o próprio artigo.https://doi.org/10.1590/s1983-41952019000200008