Experimental Research of Stress-Strain State of Ceramic Brick Masonry Fragments
Abstract
This paper presents research of stress-strain state of exterior wall masonry fragments under static loading. The exterior walls of a residential building are made of two layers, namely lining ceramic brick and hollow tile. As a result of experiments the properties of masonry are determined using two methods: testing of ceramic brick, hollow tile, and masonry mortar (according to the standard literature) and testing of masonry fragments of exterior walls. A comparative analysis of obtained results allow estimating the masonry strength under compression and detect the safety factor of exterior walls of the building.
About the Authors
Sergey V. Yushchube
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
PhD, A/Professor,
2, Solyanaya Sq., 634003, Tomsk
Ivan I. Podshivalov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
PhD, A/Professor,
2, Solyanaya Sq., 634003, Tomsk
Dmitriy G. Samarin
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
PhD, A/Professor,
2, Solyanaya Sq., 634003, Tomsk
Anna A. Filippovich
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
PhD, A/Professor,
2, Solyanaya Sq., 634003, Tomsk
Roman V. Shalginov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
PhD, A/Professor,
2, Solyanaya Sq., 634003, Tomsk
Vladimir L. Ustyuzhanin
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Engineer,
2, Solyanaya Sq., 634003, Tomsk
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Review
For citations:
Yushchube S.V., Podshivalov I.I., Samarin D.G., Filippovich A.A., Shalginov R.V., Ustyuzhanin V.L. Experimental Research of Stress-Strain State of Ceramic Brick Masonry Fragments. Vestnik of Tomsk state university of architecture and building. 2017;(1):174-180. (In Russ.)
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