Use este identificador para citar ou linkar para este item: http://www.repositorio.ufop.br/jspui/handle/123456789/13911
Título: Determination of young’s modulus by specific vibration of basalt and diabase.
Autor(es): Quaglio, Osvail André
Silva, José Margarida da
Rodovalho, Edmo da Cunha
Costa, Leandro de Vilhena
Data do documento: 2020
Referência: QUAGLIO, O. A. et al. Determination of young’s modulus by specific vibration of basalt and diabase. Advances in Materials Science and Engineering, v. 2020, p. 1-8, abr. 2020. Disponível em: <https://www.hindawi.com/journals/amse/2020/4706384/>. Acesso em: 12 set. 2021.
Resumo: The elasticity is an important parameter for the evaluation of the mechanical behavior of a rock mass and a fundamental factor in the definition of the resistance characteristics, stability, and blastability in rock blasts, and it is an important parameter for the blastability equations like the Kuz–Ram method. +is paper presents a comparison of the Uniaxial Compression Method (UCM) and the Impulse Excitation Technique (IET) in determining Young’s modulus. +e IET is a static and nondestructive dynamic method of characterizing mechanical parameters of materials, while the UCM is a quasistatic and destructive method. We determined Young’s modulus of samples from nine basalt and diabase mines used as aggregates in the construction industry. Young’s modulus was determined by the acoustic response due to longitudinal oscillations caused by a mechanical impulse (IET) in the Sonelastic equipment and the stress-strain curve (UCM). Young’s modulus values showed high repeatability and agreed with those reported in the literature for the same material. +e work shows that the solnelastic is an innovate equipment and elucidated advantages of IET in comparison to the UCM such as shorter execution time, greater safety, and a lower cost ranging from 11.5% to 22.5% of the UCM.
URI: http://www.repositorio.ufop.br/jspui/handle/123456789/13911
DOI: https://doi.org/10.1155/2020/4706384
ISSN: 1687-8442
Licença: This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Source: The article PDF.
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