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RESPONSE OF MASONRY PARTITION WALL TO DYNAMIC LOADING INDUCED BY EXPLOSION

Miroslav Mynarz, Lucie Mynarzova

First published: 2017-06-20https://doi.org/10.5593/sgem2017/62/s26.050View metrics

Abstract

This contribution results from the experiments conducted in the experimental gallery in the limestone pit. The gallery consists of three horizontal parts, two of them are parallel. The premises of the experimental galleries are used for testing and research in the area of explosion prevention. The partition masonry walls were built inside the gallery and they were subjected to the blast load induced by air-gas mixture. The paper introduces the principles for determining the dynamic load and for its simplification, the principles for determining the dynamic response of the structure and assessment of dynamic effects. The criteria for estimation of the structure failure are given and compared to the methodology of assessment according to the internal forces and to rotation of the centreline of deformed structure. Calculation procedures are documented at the particular masonry wall and the explosion effects are assessed. Results obtained from experiments are compared to the values from numerical models. The models are computed using finite element software. Modal analysis of partition walls is also a part of the solution. Two different types of masonry modelling are used: macromodel represents substitute homogenized material, micromodel involves both bricks and mortar joints with their appropriate characteristic and disposition.

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Publication details

Title
RESPONSE OF MASONRY PARTITION WALL TO DYNAMIC LOADING INDUCED BY EXPLOSION
Authors
Miroslav Mynarz, Lucie Mynarzova
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 17th International Multidisciplinary Scientific GeoConference SGEM2017, Nano, Bio and Green - Technologies for a Sustainable Future
Publisher
STEF92 Technology
Year
2017
Pages
393-400
SWS Citekey
Mynarz201726393400
ISSN
1314-2704
ISBN
978-619-7408-13-3
Language
en
Publication type
Conference Paper
Keywords
References9
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  4. Lourenco, P. B.: Computational strategies for masonry structures, Delft University Press, 1996.

  5. Makovicka, D., Makovicka, D., Jr.: Dynamic Response of Thin Masonry Wall Under Explosion Effect. In: Jones, N., Brebbia, C.A., Rajedran, A.M.: Structures Under Shock and Impact VII. WIT Press, Southampton, pp. 47-56, 2002.

  6. Makovicka, D.; Explosion hazard to buildings and design load parameters. In: Jones, N., Brebbia, C.A.: Structures Under Shock and Impact VI. WIT Press, Southampton 2000.

  7. Makovicka, D., Kral, J., Makovicka, D, Jr., Selesovsky, P., Brick Masonry Structure Analysis to Gas Explosion on Partition Back Side, Fire Prevention 2002, 1st Part, VŠB-TU, pp. 221-230, Ostrava, CR, 2002.

  8. Podstawka, T., Janovský, B., Horkel, J. and Vejs, L., Pressure Fields Effects Modelling During Explosions of Gases in Closed Buildings on Engineering Structures, Fire Prevention 2001, 1st Part, VŠB-TU, pp. 333-340, Ostrava, CR, 2001.

  9. Safety Series 35/G1 (1992): Safety Guide on the Safety Assessment and Safety Analysis. Report of Research Reactors. IAEA Vienna, March 1992.

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