Experimental Research of Hollow Masonry Under Centric and Eccentric Loads
Abstract
The paper presents experimental research of hollow masonry fragment under static load. VIC-3D digital optical system is used to detect lateral surface deformations using the correlation technique of digital images. The main stages are detected for the masonry fragments. The values of the elasticity modulus and stresses are obtained for all stages of masonry behavior under centris and eccenrtic loads.
About the Authors
Zhmagul S. Nuguzhinov
Kazakh Multidisciplinary Reconstruction and Development Institute
Russian Federation
Russian Federation
Dmitry G. Kopanitsa
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Julia E. Kosharnova
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Artem M. Ustinov
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
References
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4. Ustinov A., Kopanitsa D., Potekaev A., Klopotov A. Distribution of local deformations on the near-surface layers and scale effects of low-alloy steel specimen. AIP Conference Proceedings ‘Advanced Materials with Hierarchical Structure for New Technologies and Reliable Structures‟. 2015. No. 1683, 020233. Pp. 1–6.
Review
For citations:
Nuguzhinov Zh.S., Kopanitsa D.G., Kosharnova J.E., Ustinov A.M., Useinov E.S. Experimental Research of Hollow Masonry Under Centric and Eccentric Loads. Vestnik of Tomsk state university of architecture and building. 2016;(2):107-116. (In Russ.)
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