The Experimental Research of Glass Multilayer Columns with a Central Compression

Geodesy, Architecture & Construction
Proceedings of the 8th International Youth Science Forum "Litteris et Artibus", November 22–24, 2018, Lviv: Lviv Polytechnic National University, 2018, pp. 55–60

DOI: https://doi.org/10.23939/lea2018.01.055

Authors

First and Last Name Academic degree E-mail Affiliation
Mykhailo Surmai Ph.D. mychajlo_surmaj [at] ukr.net Department of Building Construction and Bridges, Lviv Polytechnic National University
Lviv, Ukraine
Roman Tkach No roman7tkach [at] gmail.com Department of Building Construction and Bridges, Lviv Polytechnic National University
Lviv, Ukraine
Vasylyna Hula No V.Gula42 [at] gmail.com Department of Building Construction and Bridges, Lviv Polytechnic National University
Lviv, Ukraine
Roman Kozak No KozakRoman96 [at] gmail.com Department of Building Construction and Bridges, Lviv Polytechnic National University
Lviv, Ukraine

I and my co-authors (if any) authorize the use of the Paper in accordance with the Creative Commons CC BY license

First published on this website: 15.10.2018 - 12:33
Abstract

The possibility of using structural building structures from a glass triplex has been discovered. The experimental tests of glass multilayer columns with vertical arrangement of layers have been introduced. The results of experiments have been obtained.

Keywords
laminated glass column glass multilayer columntriplexlayer glass
References

[1]  Т.Yu. Osadchuk and B.H. Demchyna, “The Study of the Strength of Multilayer Glass Slabs Performing on the Bend from a Concentrated Pressure by a Stamp,” Building Construction Production: Interdepartmental Scientific and Technical Collection, K.: RDІCP, № 60, 2016, pp. 58–63.

[2]  B.H. Demchyna and Т.Yu. Osadchuk, “The Study of Deformation of Multilayer Glass Plates with the help of Correlation of Digital Images,” Communal Economy of Cities. Series: Engineering and Architecture, KhNUCE, Kharkiv, Vol.134, 2017, pp. 153–163.

[3]  B.H. Demchyna and M.V. Cherevko, “The Study of Strength and Deformability of Glass Columns with Vertical Placement of Layers,” Journal of Lviv Polytechnic National University: The Theory and Practice of Building Construction, Lviv, №823, 2015, pp. 113-116.

[4]  Ya.I. Kovalchyk, “Prospects for the Usage of the Method of Digital Image Correlation for the Study of Building Structures,” Collection of Scientific Works of the Poltava National Technical University Named After Y. Kondratyuk: Sectoral Engineering, Construction, Issue 5, 2012, pp. 92–100.

[5]  Dantec Dynamics A/S, Measurement Principles of (DIC). [Online]. Available: https://www.dantecdynamics.com/measurement-principles-of-dic [Accessed: 1 Oct, 2018].

[6]  V.B. Berezin and M.H. Chausov, “The Study of the Field of Deformation of the Flat Surface of Samples of Materials by the Method of Correlation of Digital Images. (Static Pressure),” Technical Diagnostics and Non-destructive Control, № 2, 2011, pp. 15–20.

[7]  M. Helfrick, An Investigation of 3D Digital Image Correlation for Structural Health Monitoring and Vibration Measurement. ProQuest, 2008.

[8]  S. Yoneyama and G. Murasawa, “Digital Image Correlation,” in Experimental Mechanics, Encyclopedia of Life Support Systems (EOLSS), Oxford, UK: Eolss Publishers, 2009.

[9]  V. Pickerd, Optimisation and Validation of the ARAMIS Digital Image Correlation System for use in Large-scale High Strain-rate Events. Australia: DSTO Defence Science and Technology Organisation, 2013.

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