Development of impact resonance test to determine the stiffness of different materials
DOI:
https://doi.org/10.14295/transportes.v30i3.2757Keywords:
Non-destructive testing, Impact resonance, Bituminous materials, StiffnessAbstract
Non-destructive tests have been used for viscoelastic characterization of asphalt
mixtures. An impact resonance test was developed at the Federal University of Ceará, with the intention to apply it primarily to bituminous materials. This paper presents the assembly and first results of the test. As a step in the validation, experiments with linear elastic materials were performed, being 1 steel and 3 mortar samples. The materials were submitted to classical quasi-static stiffness tests and to the developed dynamic impact resonance test. The results indicated a small difference between the modulus values of the two tests, 2.15% for steel and between 4-13% for mortar. This indicates that the developed impact resonance test produces interpretable resonance results and has the potential to be used to determine the viscoelastic properties of bituminous
materials.
Downloads
References
Aragon, G., Aragon, A., Santamaria, A., Esteban, A., & Fiol, F. (2019). Physical and mechanical characterization of a commercial rendering mortar using destructive and non-destructive techniques. Construction and Building Materials, 224, 835-849. https://doi.org/10.1016/j.conbuildmat.2019.07.034
ASTM (2019) C215 − 19. Standard Test Method for Fundamental Transverse, Longitudinal, and Torsional Resonant Frequencies of Concrete Specimens. American Society for Testing and Materials.
Carrasco, E. V. M., Magalhaes, M. D. C., Santos, W. J. D., Alves, R. C., & Mantilla, J. N. R. (2017). Characterization of mortars with iron ore tailings using destructive and nondestructive tests. Construction and Building Materials, 131, 31-38. https://doi.org/10.1016/j.conbuildmat.2016.11.065
Carret, J. C., Pedraza, A., Di Benedetto, H., & Sauzeat, C. (2018). Comparison of the 3-dim linear viscoelastic behavior of asphalt mixes determined with tension-compression and dynamic tests. Construction and Building materials, 174, 529-536. https://doi.org/10.1016/j.conbuildmat.2018.04.156
Costa, J. M., Albuquerque, F. S., Freitas, E. L. F. M. (2017). Obtenção da curva mestra de módulo dinâmico com uso do Ensaio de ressonância por impacto em misturas asfálticas. In: XXXI Congresso Nacional de Pesquisa em Transporte da ANPET, Recife, Pernambuco, Brasil.
DNIT (2019) ME 416/19. Pavimentação asfáltica – Misturas asfálticas – Determinação do módulo dinâmico – Método de ensaio. Departamento Nacional De Infraestrutura E Transportes.
Gudmarsson, A., Rydén, N., & Birgisson, B. (2012). Application of resonant acoustic spectroscopy to asphalt concrete beams for determination of the dynamic modulus. Materials and structures, 45(12), 1903-1913. https://doi.org/10.1016/j.conbuildmat.2014.05.077
Gudmarsson, A., Ryden, N., & Birgisson, B. (2014). Observed deviations from isotropic linear viscoelastic behavior of asphalt concrete through modal testing. Construction and Building Materials, 66, 63-71. https://doi.org/10.1016/j.conbuildmat.2014.05.077
Gudmarsson, A., Ryden, N., Di Benedetto, H., & Sauzéat, C. (2015). Complex modulus and complex Poisson’s ratio from cyclic and dynamic modal testing of asphalt concrete. Construction and Building Materials, 88, 20-31. https://doi.org/10.1016/j.conbuildmat.2015.04.007
Gudmarsson, A., Ryden, N., Di Benedetto, H., Sauzéat, C., Tapsoba, N., & Birgisson, B. (2014). Comparing linear viscoelastic properties of asphalt concrete measured by laboratory seismic and tension–compression tests. Journal of nondestructive evaluation, 33(4), 571-582. https://doi.org/10.1007/s10921-014-0253-9/j.conbuildmat.2014.12.03
Ladipo, I. L., & Muthalif, A. G. (2012). Wideband vibration control in multi degree of freedom system: Experimental verification using labview. Procedia Engineering, 41, 1235-1243. https://doi.org/10.1016/j.proeng.2012.07.306
Makoond, N., Pela, L., & Molins, C. (2019). Dynamic elastic properties of brick masonry constituents. Construction and Building Materials, 199, 756-770. https://doi.org/10.1016/j.conbuildmat.2018.12.071
Marques, A. I., Morais, J., Morais, P., do Rosário Veiga, M., Santos, C., Candeias, P., & Ferreira, J. G. (2020). Modulus of elasticity of mortars: Static and dynamic analyses. Construction and Building Materials, 232, 117216. https://doi.org/10.1016/j.conbuildmat.2019.117216
Mehta, K.P & Monteiro, P.J.M. (2014) Concreto: microestrutura, propriedades e materiais, 2. ed. São Paulo, IBRACON.
Mitra, A. C., Jagtap, A., & Kachare, S. (2018). Development and Validation of Experimental Setup for Flexural Formula of Cantilever Beam Using NI-LabVIEW. Materials Today: Proceedings, 5(9), 20326-20335. https://doi.org/10.1016/j.matpr.2018.06.407
Mounier, D., Di Benedetto, H., & Sauzéat, C. (2012). Determination of bituminous mixtures linear properties using ultrasonic wave propagation. Construction and Building Materials, 36, 638-647. http://dx.doi.org/10.1016/j.conbuildmat.2012.04.136
NBR (2019) 8522-1:19. Determinação da velocidade de propagação de onda ultrassônica. Associação Brasileira De Normas Técnicas.
NBR (2016) 13276:16. Argamassa para assentamento e revestimento de paredes e tetos – Determinação do indíce de consistência. Associação Brasileira De Normas Técnicas.
Ostrovsky, L., Lebedev, A., Matveyev, A., Potapov, A., Sutin, A., Soustova, I., & Johnson, P. (2001). Application of three-dimensional resonant acoustic spectroscopy method to rock and building materials. The Journal of the Acoustical Society of America, 110(4), 1770-1777. https://doi.org/10.1121/1.1402255/j.conbuildmat. 2001-10-01
Singh, R. P., Mausam, K., & Sharma, K. (2021). Synthesis and characterization of nanostructured Stainless steel 316 L through machining. Materials Today: Proceedings, 45, 3488-3491. https://doi.org/10.1016/j.matpr.2020.12.945
Wang, B., & Gupta, R. (2021). Analyzing bond-deterioration during freeze-thaw exposure in cement-based repairs using non-destructive methods. Cement and Concrete Composites, 115, 103830. https://doi.org/10.1016/j.cemconcomp.2020.103830
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2022 Ana Karoliny Lemos Bezerra, Nicolas de Carvalho Monteiro, Caio Costa do Amaral, Alexandre Augusto da P. Coelho, Jarbas Aryel Nunes da Silveira, Lucas Feitosa de A. L. Babadopulos, Jorge Barbosa Soares
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who submit papers for publication by TRANSPORTES agree to the following terms:
- Authors retain copyright and grant TRANSPORTES the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors may enter into separate, additional contractual arrangements for the non-exclusive distribution of this journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in TRANSPORTES.
- Authors are allowed and encouraged to post their work online (e.g., in institutional repositories or on their website) after publication of the article. Authors are encouraged to use links to TRANSPORTES (e.g., DOIs or direct links) when posting the article online, as TRANSPORTES is freely available to all readers.
- Authors have secured all necessary clearances and written permissions to published the work and grant copyright under the terms of this agreement. Furthermore, the authors assume full responsibility for any copyright infringements related to the article, exonerating ANPET and TRANSPORTES of any responsibility regarding copyright infringement.
- Authors assume full responsibility for the contents of the article submitted for review, including all necessary clearances for divulgation of data and results, exonerating ANPET and TRANSPORTES of any responsibility regarding to this aspect.