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Dynamic strength effects of quasi brittle failure of rocks and concrete in terms of the structural-temporal approach. / Smirnov, I.; Konstantinov, A.

2017. 372-373 Paper presented at 14th International Conference on Fracture, ICF 2017, Rhodes, Greece.

Research output: Contribution to conferencePaperpeer-review

Harvard

Smirnov, I & Konstantinov, A 2017, 'Dynamic strength effects of quasi brittle failure of rocks and concrete in terms of the structural-temporal approach', Paper presented at 14th International Conference on Fracture, ICF 2017, Rhodes, Greece, 18/06/17 - 20/06/17 pp. 372-373.

APA

Smirnov, I., & Konstantinov, A. (2017). Dynamic strength effects of quasi brittle failure of rocks and concrete in terms of the structural-temporal approach. 372-373. Paper presented at 14th International Conference on Fracture, ICF 2017, Rhodes, Greece.

Vancouver

Smirnov I, Konstantinov A. Dynamic strength effects of quasi brittle failure of rocks and concrete in terms of the structural-temporal approach. 2017. Paper presented at 14th International Conference on Fracture, ICF 2017, Rhodes, Greece.

Author

Smirnov, I. ; Konstantinov, A. / Dynamic strength effects of quasi brittle failure of rocks and concrete in terms of the structural-temporal approach. Paper presented at 14th International Conference on Fracture, ICF 2017, Rhodes, Greece.2 p.

BibTeX

@conference{d0b2856ae11c4c8fbf857f312be64b03,
title = "Dynamic strength effects of quasi brittle failure of rocks and concrete in terms of the structural-temporal approach",
abstract = ". This work presents results of the experimental and theoretical study of dynamic strength effects of quasi brittle failure. The results of dynamic compression and splitting of some rocks (gabbro, granite, marble), as well as dry, water-saturated and frozen limestone and concrete are discussed. The tests were conducted using the Split-Hopkinson pressure bar with the diameter of 20 mm. It is shown that one material (or its condition) can have a lower dynamic strength for a higher static strength compared to the other material (or its condition). Also, it is shown a small dependence of the threshold limit stress on the stress pulse duration. An unified interpretation of the experimental results, based on the structural-temporal approach is presented.",
author = "I. Smirnov and A. Konstantinov",
year = "2017",
month = jan,
day = "1",
language = "English",
pages = "372--373",
note = "14th International Conference on Fracture, ICF 2017 ; Conference date: 18-06-2017 Through 20-06-2017",

}

RIS

TY - CONF

T1 - Dynamic strength effects of quasi brittle failure of rocks and concrete in terms of the structural-temporal approach

AU - Smirnov, I.

AU - Konstantinov, A.

PY - 2017/1/1

Y1 - 2017/1/1

N2 - . This work presents results of the experimental and theoretical study of dynamic strength effects of quasi brittle failure. The results of dynamic compression and splitting of some rocks (gabbro, granite, marble), as well as dry, water-saturated and frozen limestone and concrete are discussed. The tests were conducted using the Split-Hopkinson pressure bar with the diameter of 20 mm. It is shown that one material (or its condition) can have a lower dynamic strength for a higher static strength compared to the other material (or its condition). Also, it is shown a small dependence of the threshold limit stress on the stress pulse duration. An unified interpretation of the experimental results, based on the structural-temporal approach is presented.

AB - . This work presents results of the experimental and theoretical study of dynamic strength effects of quasi brittle failure. The results of dynamic compression and splitting of some rocks (gabbro, granite, marble), as well as dry, water-saturated and frozen limestone and concrete are discussed. The tests were conducted using the Split-Hopkinson pressure bar with the diameter of 20 mm. It is shown that one material (or its condition) can have a lower dynamic strength for a higher static strength compared to the other material (or its condition). Also, it is shown a small dependence of the threshold limit stress on the stress pulse duration. An unified interpretation of the experimental results, based on the structural-temporal approach is presented.

UR - http://www.scopus.com/inward/record.url?scp=85066036652&partnerID=8YFLogxK

M3 - Paper

AN - SCOPUS:85066036652

SP - 372

EP - 373

T2 - 14th International Conference on Fracture, ICF 2017

Y2 - 18 June 2017 through 20 June 2017

ER -

ID: 43361140