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The structural temporal approach to dynamic and quasi-static strength of rocks and concrete. / Smirnov, Ivan; Konstantinov, Alexander; Bragov, Anatoly; Lomunov, Andrey; Petrov, Yuri.

XXVII INTERNATIONAL CONFERENCE: MATHEMATICAL AND COMPUTER SIMULATION IN MECHANICS OF SOLIDS AND STRUCTURES - FUNDAMENTALS OF STATIC AND DYNAMIC FRACTURE (MCM 2017). ed. / Y Petrov; Silberschmidt. Elsevier, 2017. p. 34-39 (Procedia Structural Integrity; Vol. 6).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Harvard

Smirnov, I, Konstantinov, A, Bragov, A, Lomunov, A & Petrov, Y 2017, The structural temporal approach to dynamic and quasi-static strength of rocks and concrete. in Y Petrov & Silberschmidt (eds), XXVII INTERNATIONAL CONFERENCE: MATHEMATICAL AND COMPUTER SIMULATION IN MECHANICS OF SOLIDS AND STRUCTURES - FUNDAMENTALS OF STATIC AND DYNAMIC FRACTURE (MCM 2017). Procedia Structural Integrity, vol. 6, Elsevier, pp. 34-39, 27th International Conference on Mathematical and Computer Simulations in Mechanics of Solids and Structures - Fundamentals of Static and Dynamic Fracture (MCM), Saint Petersburg, Russian Federation, 25/09/17. https://doi.org/10.1016/j.prostr.2017.11.006, https://doi.org/10.1016/j.prostr.2017.11.006

APA

Smirnov, I., Konstantinov, A., Bragov, A., Lomunov, A., & Petrov, Y. (2017). The structural temporal approach to dynamic and quasi-static strength of rocks and concrete. In Y. Petrov, & Silberschmidt (Eds.), XXVII INTERNATIONAL CONFERENCE: MATHEMATICAL AND COMPUTER SIMULATION IN MECHANICS OF SOLIDS AND STRUCTURES - FUNDAMENTALS OF STATIC AND DYNAMIC FRACTURE (MCM 2017) (pp. 34-39). (Procedia Structural Integrity; Vol. 6). Elsevier. https://doi.org/10.1016/j.prostr.2017.11.006, https://doi.org/10.1016/j.prostr.2017.11.006

Vancouver

Smirnov I, Konstantinov A, Bragov A, Lomunov A, Petrov Y. The structural temporal approach to dynamic and quasi-static strength of rocks and concrete. In Petrov Y, Silberschmidt, editors, XXVII INTERNATIONAL CONFERENCE: MATHEMATICAL AND COMPUTER SIMULATION IN MECHANICS OF SOLIDS AND STRUCTURES - FUNDAMENTALS OF STATIC AND DYNAMIC FRACTURE (MCM 2017). Elsevier. 2017. p. 34-39. (Procedia Structural Integrity). https://doi.org/10.1016/j.prostr.2017.11.006, https://doi.org/10.1016/j.prostr.2017.11.006

Author

Smirnov, Ivan ; Konstantinov, Alexander ; Bragov, Anatoly ; Lomunov, Andrey ; Petrov, Yuri. / The structural temporal approach to dynamic and quasi-static strength of rocks and concrete. XXVII INTERNATIONAL CONFERENCE: MATHEMATICAL AND COMPUTER SIMULATION IN MECHANICS OF SOLIDS AND STRUCTURES - FUNDAMENTALS OF STATIC AND DYNAMIC FRACTURE (MCM 2017). editor / Y Petrov ; Silberschmidt. Elsevier, 2017. pp. 34-39 (Procedia Structural Integrity).

BibTeX

@inproceedings{919c820e5189498db3b8f116d47acec7,
title = "The structural temporal approach to dynamic and quasi-static strength of rocks and concrete",
abstract = "This work presents results of an experimental and theoretical study on dynamic and quasi-static failure of rocks and concrete. The results of dynamic compression and splitting of 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 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.",
keywords = "concrete, dynamic effects of failure, quasi brittle failure, rock, SHPB, structural-temporal approach",
author = "Ivan Smirnov and Alexander Konstantinov and Anatoly Bragov and Andrey Lomunov and Yuri Petrov",
year = "2017",
month = jan,
day = "1",
doi = "10.1016/j.prostr.2017.11.006",
language = "English",
series = "Procedia Structural Integrity",
publisher = "Elsevier",
pages = "34--39",
editor = "Y Petrov and Silberschmidt",
booktitle = "XXVII INTERNATIONAL CONFERENCE: MATHEMATICAL AND COMPUTER SIMULATION IN MECHANICS OF SOLIDS AND STRUCTURES - FUNDAMENTALS OF STATIC AND DYNAMIC FRACTURE (MCM 2017)",
address = "Netherlands",
note = "27th International Conference on Mathematical and Computer Simulations in Mechanics of Solids and Structures - Fundamentals of Static and Dynamic Fracture (MCM) ; Conference date: 25-09-2017 Through 27-09-2017",

}

RIS

TY - GEN

T1 - The structural temporal approach to dynamic and quasi-static strength of rocks and concrete

AU - Smirnov, Ivan

AU - Konstantinov, Alexander

AU - Bragov, Anatoly

AU - Lomunov, Andrey

AU - Petrov, Yuri

PY - 2017/1/1

Y1 - 2017/1/1

N2 - This work presents results of an experimental and theoretical study on dynamic and quasi-static failure of rocks and concrete. The results of dynamic compression and splitting of 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 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 an experimental and theoretical study on dynamic and quasi-static failure of rocks and concrete. The results of dynamic compression and splitting of 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 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.

KW - concrete

KW - dynamic effects of failure

KW - quasi brittle failure

KW - rock

KW - SHPB

KW - structural-temporal approach

UR - http://www.scopus.com/inward/record.url?scp=85065764610&partnerID=8YFLogxK

U2 - 10.1016/j.prostr.2017.11.006

DO - 10.1016/j.prostr.2017.11.006

M3 - Conference contribution

AN - SCOPUS:85065764610

T3 - Procedia Structural Integrity

SP - 34

EP - 39

BT - XXVII INTERNATIONAL CONFERENCE: MATHEMATICAL AND COMPUTER SIMULATION IN MECHANICS OF SOLIDS AND STRUCTURES - FUNDAMENTALS OF STATIC AND DYNAMIC FRACTURE (MCM 2017)

A2 - Petrov, Y

A2 - Silberschmidt, null

PB - Elsevier

T2 - 27th International Conference on Mathematical and Computer Simulations in Mechanics of Solids and Structures - Fundamentals of Static and Dynamic Fracture (MCM)

Y2 - 25 September 2017 through 27 September 2017

ER -

ID: 42686447