Impact Load Test of Masonry
Abstract
The paper presents experimental and calculation analysis of deformation and fracture processes in masonry specimen made of four common loam bricks joined by the cement-sand grout. The dynamic load test of masonry is carried out on the pile driver using 197-500 kg hammer dropping from 1-2 m height. The mathematical model of the dynamic strength is implemented using the RANET-3 software package allowing 3D simulation of impact and explosion problems using the finite element analysis.
About the Authors
Vitaly I. Kolchunov
South-West State University
Russian Federation
Russian Federation
Nikolai N. Belov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Dmitriy G. Kopanitsa
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
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
Russian Federation
Russian Federation
References
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Review
For citations:
Kolchunov V.I., Belov N.N., Kopanitsa D.G., Yugov N.T., Ryshkov A.V., Useinov E.S., Arkhipov I.N. Impact Load Test of Masonry. Vestnik of Tomsk state university of architecture and building. 2017;(2):123-140. (In Russ.)
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