Selection of steel fibers dosage in concrete for repository containers
DOI:
https://doi.org/10.15392/bjrs.v9i1A.1527Keywords:
steel fibers, Steel Fiber Reinforcement Concrete, repository, concrete containersAbstract
The use of nuclear energy, as well as all human activity, generates wastes and these need to receive suitable treatments so that they don’t expose a risk to the public and the environment. Currently there is a project in Brazil whose objective is the implementation of a national repository for the final storage of low and intermediate level waste. The disposal of the radioactive waste is based on the concept of multiple barriers, in which packed wastes are conditioned in concrete containers, which are then placed in modules, which are closed and covered by natural materials. In this work, Steel Fiber Reinforced Concrete (SFRC) was studied as a substitute for the concrete with conventional steel reinforcement in the production of containers. Compressive and tensile strength tests were performed, as well as characterization and evaluation of steel fibers. 48 specimens of concrete were prepared with two types of fibers (A and C) and tested. The best results were obtained with the addition of 1.5% vol. of type A fibers. Through the carbon and sulfur quantification test it was possible to conclude the steel used in the fibers’ manufacture was low carbon. It was also possible to verify, using the folding test, the material used served the parameters of quality. This research project was supported by the Centro de Desenvolvimento da Tecnologia Nuclear (CDTN), the Comissão Nacional de Energia Nuclear (CNEN) and the Fundação de Amparo à Pesquisa do Estado de Minas Gerais (FAPEMIG).Downloads
References
TELLO, C.C.O. “Implementation of the Brazilian national repository”. INTERNATIONAL NUCLEAR ATLANTIC CONFERENCE, Recife, 2013.
MEHTA, P.K.; MONTEIRO, P.J.M. Concreto: estrutura, propriedades e materiais. Editora Pini Ltda, São Paulo, Brasil, 1994.
SHIMOSAKA, T.J. Influência do teor de diferentes tipos de fibras de aço em concretos autoa-densáveis. Programa de Pós Graduação em Engenharia Civil da Universidade Tecnológica Federal do Paraná, Pato Branco, 123p, 2017.
FIGUEIREDO, A. D. Concreto Reforçado Com Fibras. Livre Docência, p. 246, 2011.
ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS (ABNT). NBR 15530: Fibras de aço para concreto- Especificação. Rio de Janeiro, 7p, 2007.
FIGUEIREDO, A. D. A nova especificação brasileira das fibras de aço para concreto. CONGRESSO BRASILEIRO DO CONCRETO, Salvador, Brasil, pp. 1–11, 2008.
RODRIGUES, P.P.F. Parâmetros de dosagem do concreto. ET- 67. Associação Brasileira de Cimento Portland, São Paulo, 1990.
ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS (ABNT). NBR 5739: Concreto- Ensaio de compressão de corpos de prova cilíndricos. Rio de Janeiro, 9p , 2018.
ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS (ABNT). NBR 7222: Concreto e argamassa- Determinação da resistência à tração por compressão diametral de corpos de prova cilíndricos. Rio de Janeiro, 5p, 2011.
ARCELORMITTAL. Guia do Aço. Brazil, 2019. Available at: <https://brasil.arcelormittal.com/pdf/produtos-solucoes/catalogos/catalogo-guia-aco.pdf?asCatalogo=pdf>. Last accessed: 22 June 2020.
Published
Issue
Section
License
Copyright (c) 2021 Brazilian Journal of Radiation Sciences
This work is licensed under a Creative Commons Attribution 4.0 International License.
Licensing: The BJRS articles are licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons license, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons license and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this license, visit http://creativecommons.org/licenses/by/4.0/