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Prikladnaya Mekhanika i Tekhnicheskaya Fizika, 2006, Volume 47, Issue 6, Pages 165–173
(Mi pmtf2218)
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This article is cited in 4 scientific papers (total in 4 papers)
Analysis of reinforced-concrete strength under impact loading
N. N. Belova, O. V. Kabantsevb, A. A. Konyaevc, D. G. Kopanitsaa, V. F. Tolkachevc, A. A. Yugova, N. T. Yugovd a Tomsk State University of Architecture and Building, Tomsk, 634003
b Central Design Institute 53, Ministry of Defense of the Russian Federation, Moscow, 125252
c Institute of Applied Mathematics and Mechanics at the Tomsk State University, Tomsk, 634050
d Tomsk State University of Control Systems and Radioelectronics, Tomsk, 634050
Abstract:
A mathematical model is proposed to describe deformation and fracture of reinforced concrete under impact loading within the framework of mechanics of continuous media. The problem of the impact of steel cylindrical projectiles on rectangular slabs made of reinforced concrete is solved. The results of mathematical modeling are in good agreement with experimental data.
Keywords:
impact, fracture, concrete, reinforced concrete, mathematical modeling.
Received: 19.10.2005
Citation:
N. N. Belov, O. V. Kabantsev, A. A. Konyaev, D. G. Kopanitsa, V. F. Tolkachev, A. A. Yugov, N. T. Yugov, “Analysis of reinforced-concrete strength under impact loading”, Prikl. Mekh. Tekh. Fiz., 47:6 (2006), 165–173; J. Appl. Mech. Tech. Phys., 47:6 (2006), 911–917
Linking options:
https://www.mathnet.ru/eng/pmtf2218 https://www.mathnet.ru/eng/pmtf/v47/i6/p165
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