Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 7, No. 24 (2013)

Temporal peculiarities of brittle fracture of rocks and concrete

Author and affiliation details
  • Y. Petrov Corresponding author yp@YP1004.spb.edu
  • I. Smirnov
  • A. Evstifeev
  • N. Selyutina
DOI
10.3221/IGF-ESIS.24.12
Pages
Pages 112-118
Published

Abstract

When we want to compare the strength of two materials, we compare the table values of quasistatic strength. However results of some experiments show that the strength ratio of the materials can change with increase in rate of loading. Such "substitution effect" of material strength at different strain rates is studied in this paper. It is shown that one material can have a lower dynamic strength for a higher static strength compared to the other material. Tests of two different materials, tests of mortar and concrete, and tests of concrete with different water content are considered. It is shown that load-carrying capacity of materials and the substitution effect of material strength in a wide range of loading rates can be predicted by the incubation time criterion.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Petrov, Y., Smirnov, I., Evstifeev, A., & Selyutina, N. (2013). Temporal peculiarities of brittle fracture of rocks and concrete. Fracture and Structural Integrity, 7(24), Pages 112–118. https://doi.org/10.3221/IGF-ESIS.24.12

IEEE

Y. Petrov, I. Smirnov, A. Evstifeev, and N. Selyutina, “Temporal peculiarities of brittle fracture of rocks and concrete,” Fracture and Structural Integrity, vol. 7, no. 24, pp. Pages 112–118, 2013, doi: 10.3221/IGF-ESIS.24.12.

MLA

Petrov, Y., et al. “Temporal peculiarities of brittle fracture of rocks and concrete.” Fracture and Structural Integrity, vol. 7, no. 24, 2013, pp. Pages 112–118. https://doi.org/10.3221/IGF-ESIS.24.12.

Chicago

Petrov, Y., I. Smirnov, A. Evstifeev, and N. Selyutina. 2013. “Temporal peculiarities of brittle fracture of rocks and concrete.” Fracture and Structural Integrity 7 (24): Pages 112–118. https://doi.org/10.3221/IGF-ESIS.24.12.

Harvard

Petrov, Y., Smirnov, I., Evstifeev, A. and Selyutina, N. (2013) ‘Temporal peculiarities of brittle fracture of rocks and concrete’, Fracture and Structural Integrity, 7(24), pp. Pages 112–118. doi: 10.3221/IGF-ESIS.24.12.

Vancouver

Petrov Y, Smirnov I, Evstifeev A, Selyutina N. Temporal peculiarities of brittle fracture of rocks and concrete. Fracture and Structural Integrity. 2013;7(24):Pages 112-118. doi:10.3221/IGF-ESIS.24.12

BibTeX

@article{petrov2013, author = {Petrov, Y. and Smirnov, I. and Evstifeev, A. and Selyutina, N.}, title = {Temporal peculiarities of brittle fracture of rocks and concrete}, journal = {Fracture and Structural Integrity}, year = {2013}, volume = {7}, number = {24}, pages = {Pages 112--118}, doi = {10.3221/IGF-ESIS.24.12}, url = {https://doi.org/10.3221/IGF-ESIS.24.12}, issn = {1971-8993} }

RIS

TY - JOUR AU - Petrov, Y. AU - Smirnov, I. AU - Evstifeev, A. AU - Selyutina, N. TI - Temporal peculiarities of brittle fracture of rocks and concrete JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2013 DA - 2013/03/20 VL - 7 IS - 24 SP - Pages 112 EP - 118 DO - 10.3221/IGF-ESIS.24.12 UR - https://doi.org/10.3221/IGF-ESIS.24.12 SN - 1971-8993 ER -

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