Computer Modeling of Masonry Impact Resistance
Nikolai N. Belov,
Nikolai T. Yugov,
Dmitriy G. Kopanica,
Aleksei A. Yugov,
Artem V. Ryshkov,
Emil S. Useinov,
Ilya N. Arkhipov
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Abstract
The paper presents a computer simulation of masonry strength studied in the framework of continuum mechanics under impact load. The weight of 1000 kg was dropped from the height of 2 m using the impact drop machine. The masonry fragment consists of three layers of bricks separated with sand and cement mortar 1 cm thick. Two layers are made of two full bricks, whereas one layer is made of a full brick and two halves of a brick.
About the Authors
Nikolai N. Belov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Nikolai T. Yugov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Dmitriy G. Kopanica
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Aleksei A. Yugov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Artem V. Ryshkov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Emil S. Useinov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Ilya N. Arkhipov
Civil Engineering Institute, SibFU
Russian Federation
Russian Federation
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Review
For citations:
Belov N.N., Yugov N.T., Kopanica D.G., Yugov A.A., Ryshkov A.V., Useinov E.S., Arkhipov I.N. Computer Modeling of Masonry Impact Resistance. Vestnik of Tomsk state university of architecture and building. 2017;(3):55-68. (In Russ.)
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ISSN 1607-1859 (Print)
ISSN 2310-0044 (Online)
ISSN 2310-0044 (Online)
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