Abstract The steel-concrete bond is a fundamental property in reinforced concrete structures. Although there are several studies on the steel-concrete bond, few of them have evaluated the performance of reinforcing bars with diameters less than 10.0 mm, which includes 5.0, 6.3, and 8.0 mm diameters, which are normally used in reinforced-concrete elements. This study experimentally evaluates the bond between thin steel bars and concrete of 25MPa compression strength. Three types of methods of testing the bond-strength were performed: confined bar test, pull-out test and beam test. It was compared the adequacy of the tests to calculate the conformation coefficient of the bars. The results of the confined bars tests show that this test may be inadequate to determine the surface conformation coefficient of reinforcing bars thinner than 10 mm, especially for notched (CA-60) steel bars. The pull-out test resulted in better results in terms of evaluating the bond behavior. Regarding the specimens for the pull-out tests, a modified model with an anchorage length equal to 10 times the bar diameter is suggested. Therefore, the main contribution of this study, based on the results obtained and the methodology used, is to present a proposal for the evaluation of steel-concrete bond for thin rebars.

O objetivo deste artigo foi expor a atual conjuntura da geração de resíduos em Belo Horizonte de forma a apresentar as principais características dos resíduos de construção civil (RCC) acerca de sua tipologia, origem, predominância em sua composição, além de dados a respeito das obras que o geraram, como seu padrão construtivo e tipo de edificação. Os resultados demonstraram que a maior parte dos rejeitos gerados na capital é de base cerâmica, oriundos de obras de reformas residenciais de casas, classificadas em padrão normal de acabamento, localizadas, sobretudo, nas regionais Centro-sul e Pampulha. Pela determinação destas características foi possível estabelecer recomendações aplicáveis tanto às usinas de reciclagem como ao sistema de gerenciamento de resíduos da capital como forma de minimizar as causas da variabilidade dos agregados reciclados gerados a partir dos RCC.

The aim of this article was to expose the current state of affairs regarding the generation of waste in Belo Horizonte so as to present the main characteristics of construction civil waste (CCW) involving their typology, origin, predominance in their composition, as well as data about the construction sites that generated them, their construction pattern and type of building. The results show that the majority of the waste generated in Belo Horizonte is of ceramic base, deriving from house renovations construction sites classified as normal finishing standard located mainly in the center south and Pampulha areas. By determining these characteristics it was possible to establish recommendations applicable to the recycling plants as well as to the waste management system in Belo Horizonte to minimize the causes of the variability of the recycled aggregates generated from construction civil waste.