About the authors
First name, Middle name, Last name, Scientific degree, Scientific rank, Current position. Full and brief name of the organization, The organization address. | Karasev I.V. – student E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Maystrenko I.Yu. – candidate of technical sciences, associate professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kuklin A.N. – head of the laboratory E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Khozin V.G. – doctor of technical sciences, professor E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Gizdatullin A.R. – post-graduate student E-mail: This e-mail address is being protected from spambots. You need JavaScript enabled to view it Kazan State University of Architecture and Engineering The organization address: 420043, Russia, Kazan, Zelenaya st., 1 |
Title of the article | Experimental study of polycarbonate modular systems’ work |
Abstract. | This article describes a set of static tests to obtain data samples of roofing and facade polycarbonate panels on their bearing capacity and deformability to use these data for the design and construction. The purpose of this paper is to assess the carrying capacity of the panels flexural, bond strength of the panels with clamps and determining the nature of the destruction of the panels. To achieve this goal was to achieve the following objectives: to evaluate the compliance of the submitted samples to the stated requirements of TU «KARBOGLASS»; develop a method of testing; to test panels of different modular systems; to analyze the test results, including the carrying capacity of the panels, the maximum permissible steps supports for the panels, the maximum permissible bending radii roofing panels, the carrying capacity of fasteners facade panels with a negative load (on the inside) and the nature of the destruction of the panels. The values of the bearing capacity of the panels when the deflection 1/10, 1/25 of the span. Determine the recommended steps for the device supports roof and facade of polycarbonate panels. The range of the maximum permissible bending radius of the roof panels. Determined the carrying capacity of nodes connections facade panels. |
Keywords. | polycarbonate panel, coating, carrying capacity, deformability. |
For citations: | Karasev I.V., Maystrenko I.Yu., Kuklin A.N., Khozin V.G., Gizdatullin A.R. Experimental study of polycarbonate modular systems’ work // Izvestiya KGASU. 2016. №3(37) P.135-142. |