Citations refer to the original publication, not to a Scieee localized version.
Seitl, S., Ríos Jiménez, J. D., & Cifuentes-Bulté, H. (2017). Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens. Gruppo Italiano Frattura. https://doi.org/10.3221/IGF-ESIS.42.07
Seitl, Stanislav, et al. Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens. Gruppo Italiano Frattura, 2017. https://doi.org/10.3221/IGF-ESIS.42.07.
Seitl, Stanislav, José David Ríos Jiménez, and Héctor Cifuentes-Bulté. Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens. Gruppo Italiano Frattura, 2017. https://doi.org/10.3221/IGF-ESIS.42.07.
Seitl, S., Ríos Jiménez, J. D. and Cifuentes-Bulté, H. (2017) Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens. Gruppo Italiano Frattura. Available at: https://doi.org/10.3221/IGF-ESIS.42.07.
S. Seitl, J. D. Ríos Jiménez, and H. Cifuentes-Bulté, “Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens,” Gruppo Italiano Frattura, 2017, doi: 10.3221/IGF-ESIS.42.07.
@misc{seitl2017comparison,
author = {Seitl, Stanislav and Ríos Jiménez, José David and Cifuentes-Bulté, Héctor},
title = {Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens},
year = {2017},
publisher = {Gruppo Italiano Frattura},
doi = {10.3221/IGF-ESIS.42.07},
url = {https://doi.org/10.3221/IGF-ESIS.42.07}
}
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