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COMPUTER SIMULATION OF MASONRY DYNAMIC STRENGTH UNDER IMPACT LOAD

https://doi.org/10.31675/1607-1859-2018-20-3-147-158

Abstract

Purpose: The aim of this work is computer simulation of the dynamic strength of masonry fragment under impact load of various intensity and contact angles. Design/methodology/ approach: Numerical calculations are performed on the RANET-3 software package allowing 3D simulation of impact, explosion and powerful radiation using the finite element analysis oriented towards the solution of dynamical problems. Stress states of masonry are studied in its interacting with the weight drop at different time points. Research findings: A mathematical model is proposed to simulate the impact interaction between the masonry fragment and a 1000 kg weight drop. The fracture of masonry is shown due to the impact load of various intensity and contact angles of 0, 30 and 45 degrees. Practical implications: The obtained results can be readily used in design and reconstruction of rooms in civil buildings into protective shelters and other civil defense buildings. Value: SNiP 88.13330.2014 ‗Civil defense buildings‘ is being currently revised, and the mathematical simulation of the dynamic fracture of masonry due to the impact load are therefore rather relevant.

About the Authors

N. N. Belov
Тоmsk State University of Architecture and Building
Russian Federation
DSc, Professor


D. G. Kopanitsa
Тоmsk State University of Architecture and Building
Russian Federation
DSc, Professor


N. T. Yugov
Тоmsk State University of Architecture and Building
Russian Federation
DSc, Professor


G. P. Tonkikh
The National Research Moscow State University of Civil Engineering
Russian Federation
DSc, Professor


A. S. Plyaskin
Тоmsk State University of Architecture and Building
Russian Federation
PhD, A/Professor


A. V. Ryshkov
Тоmsk State University of Architecture and Building
Russian Federation
Research Assistant


References

1. Belov N.N., Yugov A.A., Kopanica D.G., Stukanov A.L., Useinov E.S., Ryshkov A.V. Model' dinamicheskogo razrusheniya obyknovennogo glinyanogo kirpicha [Model of dynamic fracture of ordinary loam brick]. Vestnik of Tomsk State University of Architecture and Building. 2016. No. 4 (57). Рp. 81–94. (rus)

2. Belov N.N., Yugov N.T., Kopanica D.G., et al. Model' dinamiche-skogo razrusheniya kladki iz obyknovennogo glinyanogo kirpicha [Model of dynamic destruction of masonry from ordinary clay brick]. Teoriya inzhenernyh sooruzhenij. Stroitel'nye konstrukcii. 2016. No. 4 (66). Рp. 3–10. (rus)

3. Yugov N.T., Belov N.N., Yugov A.A. Raschet adiabaticheskih nestacionarnyh techenij v trekhmernoj postanovke RANET-3 [Adiabatic unsteady flow analysis on RANET-3 software]. RF Certificate of State Registration of Software. 2010. No. 201061. P. 1042. (rus)

4. Belov N.N., Kabancev O.V., Kopanica D.G., Yugov N.T. Raschetno-ehksperimental'nyj metod analiza dinamicheskoj prochnosti ehlementov zhelezobetonnyh konstrukcij [Dynamic strength analysis of reinforced concrete elements]. Tomsk: STT Publ., 2008. 289 р. (rus)

5. Kolchunov V.I., Belov N.N., Kopanica D.G., Yugov N.T., Ryshkov A.V., Useinov E.S., Arhipov I.N. Issledovanie dinamicheskoj prochnosti kirpichnoj kladki na udar [Dynamic load test of masonry]. Vestnik of Tomsk State University of Architecture and Building. 2017. No. 2 (61). Pp. 123–140. (rus)

6. Belov N.N., Yugov N.T., Kopanica D.G., Yugov A.A., Ryshkov A.V., Useinov E.S., Arhipov I.N. Issledovanie metodom komp'yuternogo modelirovaniya prochnosti fragmentov kirpichnoj kladki na udar padayushchego gruza [Computer modeling of masonry impact resistance]. Vestnik of Tomsk State University of Architecture and Building. 2017. No. 3 (62). Pp. 55–68. (rus)


Review

For citations:


Belov N.N., Kopanitsa D.G., Yugov N.T., Tonkikh G.P., Plyaskin A.S., Ryshkov A.V. COMPUTER SIMULATION OF MASONRY DYNAMIC STRENGTH UNDER IMPACT LOAD. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2018;(3):147-158. (In Russ.) https://doi.org/10.31675/1607-1859-2018-20-3-147-158

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ISSN 1607-1859 (Print)
ISSN 2310-0044 (Online)