A modal dynamic analysis is used as the tool to evaluate the fracture toughness of concrete from the results of notched-through beam tests. The dimensionless functions describing the relation between the frequencies and specimen geometry used for identifying the variation in the natural frequency as a function of crack depth is first determined for a 150 × 150 × 500-mm notched-through specimen. The frequency decrease resulting from the propagating crack is modeled through a modal/fracture mechanics approach, leading to determination of an effective crack length. This length, obtained numerically, is used to evaluate the fracture toughness of concrete, the critical crack mouth opening displacements, and the brittleness index proposed. The methodology is applied to tests performed on high-strength concrete specimens. The frequency response for each specimen is evaluated before and after each crack propagation step. The methodology is then validated by comparison with results from the application of other methodologies described in the literature and suggested by RILEM.
Similar content being viewed by others
References
O. S. Salawu, “Detection of structural damage through changes in frequency: a review,” Eng. Struct., 19, No 5, 718-723 (1997).
A. D. Dimarogonas, “Vibration of cracked structures: a state-of-the-art review,” Engng Fract. Mech., 55, No 5, 831-857 (1996).
S. S. Law and Z. R. Lu, “Crack identification in beam from dynamic responses,” J. Sound Vib., 285, 967-987 (2005).
S. Chinchalkar, “Determination of crack location in beams using natural frequencies,” J. Sound Vib., 247, No 3, 417-429 (2001).
T. Y. Ram and T. Y. Lee, “Detection of cracks in structures using modal test data,” Engng Fract. Mech., 42, No 2, 381-387 (1992).
N.T. Khiem and T.V. Lien, “Multi-crack detection for beam by the natural frequencies,” J. Sound Vib., 273, 175-184 (2004).
A. Hillerborg, “The theoretical basis of a method to determine the fracture energy GF of concrete,” Mater. Struct., 18, 291-296 (1985).
S. P. Shah, S. E. Swartz, and C. Ouyang, Fracture Mechanics of Concrete – Applications of Facture Mechanics to Concrete, Rock and Other Quasi-Brittle Materials. John Wiley & Sons, New York, USA (1995).
Y. Jenq and S. P. Shah, “Two parameter facture model for concrete,” J. Eng. Mech. ASCE, 111, No 10. 1227-1241 (1985).
B. L. Karihaloo and P. Nalathambi, “An improved effective crack model for the determination of fracture toughness of concrete,” Cem. Concr. Res., 19, 603-610 (1989).
Z. P. Bazant and B. H. Oh, “Crack band theory for fracture of concrete,” Mat. Struct., 16, 155-177 (1983).
L. E. T. Ferreira, J. B. Hanai, L. V. Vareda, S. F. Almeida, A. I. Silva, and J. L. A. Sousa in: A. Carpinteri, P. Gambarova, G. Ferro, G. Plizzari (eds.) Fracture Mechanics of Concrete and Concrete Structures. New Trends in Fracture Mechanics of Concrete, v. 1, “Determination of concrete fracture toughness from the modal dynamic response of notched beams,” Taylor & Francis Group, London, 309-315 (2007).
R. D. Blevins, Formulas for Natural Frequency and Mode Shape, Robert E. Krieger Publishing Co., Malabar, FL, USA (1984).
P. K. Metha and P. J. M. Monteiro, Concrete: Structure, Properties and Materials [in Portuguese] Editora Pini, São Paulo, Brazil (1994).
A. M. Neville, Properties of Concrete, 4th ed., John Wiley & Sons, New York, USA (1997).
M. Dilena and A. Morassi, “Identification of crack location in vibrating beams from changes in node positions,” J. Sound Vib., 255, No 5, 915-930 (2002).
L. E. T. Ferreira, J. B. Hanai, and T. N. Bittencourt, “Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete,” Mater Struct., 41, No 2, 391-405 (2008).
RILEM TECHNICAL COMMITTEE 89-FMT. “Determination of fracture parameters (KSIC and CTODC) of plain concrete using three-point bend tests. Draft recommendation,” Mater. Struct., 23, No 138, 457-460 (1990).
B. L. Karihaloo and P. Nalathambi, Notched Beam Test: Mode I Fracture Toughness. RILEM Report 5, Fracture Mechanics Test Methods for Concrete, Chapmam & Hall (1991).
A. Borsaikia, S. Talukdar, and A. Dutta “Study of modal parameters and vibration signatures of notched concrete prisms,” Cem. Concr. Res., 36, 592-598 (2006).
L. E. T. Ferreira, “Vibra-Livre: A computational tool for evaluating fracture toughness of quasi-brittle materials using free vibration concepts,” 2016. Anonymous download from www.teixeiraferreira.com.br/software/vibra-livre.rar
Acknowledgements
The authors would like to thank the FAPESP – Fundação de Amparo à Pesquisa do Estado de São Paulo and CNPQ – Conselho Nacional de Pesquisa e Desenvolvimento Tecnológico, Brazilian Funding Agencies, for the continuous support provided.
Author information
Authors and Affiliations
Corresponding author
Additional information
Russian translation published in Mekhanika Kompozitnykh Materialov, Vol. 53, No. 2, pp. 303-324 , March-April, 2017.
Rights and permissions
About this article
Cite this article
Ferreira, L.E.T., Vareda, L.V., Hanai, J.B. et al. An Effective Modal Approach to the Dynamic Evaluation of Fracture Toughness of Quasi-Brittle Materials. Mech Compos Mater 53, 211–228 (2017). https://doi.org/10.1007/s11029-017-9655-y
Received:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11029-017-9655-y