title: ÐÐ°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ ÑÑÐµÐºÐ¾Ð» Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ° Ñ ÑÑÐµÑÐ¾Ð¼ Ð¼ÐµÑÐ¾Ð´Ð° Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: Stress-strain state of an insulated glass unit under various boundary conditions
Creators: name: ÐÐµÑÐ°ÑÐ¸Ð¼Ð¾Ð²Ð°, ÐÐºÐ°ÑÐµÑÐ¸Ð½Ð°
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2020
Subjects: ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÑÐ¾ÐµÑÐ½Ð¾-ÑÐ¸Ð³ÐµÐ»ÑÐ½Ð¾Ðµ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ðµ
ÑÑÑÑÐºÑÑÑÐ½Ð¾Ðµ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ðµ
Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ
ÑÑÐµÐºÐ»Ð¾
Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ
ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑ
glass faÃ§ade
mullion-transom curtain wall system
structural glazing
stress-strain state
glass
limit state
insulated glass unit

description: Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¾Ð¿Ð¸ÑÐ°Ð½ ÑÐ°ÑÐ°ÐºÑÐµÑ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð³ÑÐ°Ð½Ð¸ÑÐ½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸Ð¹ Ð½Ð° Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ (ÐÐÐ¡) ÑÑÐµÐºÐ¾Ð» Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ°. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ Ð²Ð¾Ð¿ÑÐ¾ÑÐ° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ ÑÐ°ÑÑÐµÑÐ° ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼. ÐÐ°Ð½Ñ Ð¾Ð±ÑÐ¸Ðµ Ð¿Ð¾Ð½ÑÑÐ¸Ñ Ð¸ ÐºÐ»Ð°ÑÑÐ¸ÑÐ¸ÐºÐ°ÑÐ¸Ñ ÑÐ¸ÑÑÐµÐ¼ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð³Ð¾ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ñ. ÐÐ¿Ð¸ÑÐ°Ð½Ð° Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÐµÑÐ° Ð·Ð°Ð¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¿Ð¾ÑÐ¾Ð±Ð° Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð´Ð»Ñ ÑÑÐ»Ð¾Ð²Ð¸Ð¹ ÐºÐ»Ð°ÑÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¸ ÑÑÑÑÐºÑÑÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ñ. ÐÐ¾Ð»ÑÑÐµÐ½Ñ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐ¸, Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÑÑÐ¸Ðµ Ð¾ÑÐµÐ½Ð¸ÑÑ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð² Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐÐ¡ Ð·Ð°Ð¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ. Ð Ð°ÑÑÑÐ¸ÑÐ°Ð½Ñ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº, Ð¿ÑÐ¸Ð²Ð¾Ð´ÑÑÐ¸Ñ Ðº Ð½Ð°ÑÑÑÐ¿Ð»ÐµÐ½Ð¸Ñ Ð¿ÐµÑÐ²Ð¾Ð¹ Ð¸ Ð²ÑÐ¾ÑÐ¾Ð¹ Ð³ÑÑÐ¿Ð¿ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹, Ð´Ð»Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ½ÑÑ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð² ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ¾Ð². ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð° ÑÐ°ÑÑÐµÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ, Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÑÑÐ°Ñ Ð¾ÑÐµÐ½Ð¸ÑÑ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½ÑÐ¹ Ð¿ÑÐ¾Ð³Ð¸Ð± Ð·Ð°Ð¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ Ð¸ Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ° ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½Ð¾Ð¹ ÑÐ°ÑÐ°Ð´Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ.
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ÐÐ°Ð´Ð°ÑÐ°Ð¼Ð¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÑÑÑÑ:
1. ÐÐ·ÑÑÐµÐ½Ð¸Ðµ, Ð¾Ð±Ð¾Ð±ÑÐµÐ½Ð¸Ðµ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹, Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð½ÑÑ Ð¸Ð·ÑÑÐµÐ½Ð¸Ñ Ð½ÐµÐ½ÐµÑÑÑÐ¸Ñ ÑÐ²ÐµÑÐ¾Ð¿ÑÐ¾Ð·ÑÐ°ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹.
2. Ð¡ÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ° Ð¿ÑÐ¸ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð°Ñ Ð¸ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ°Ñ Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ.
3. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐµÐ¹ Ð¼ÐµÐ¶Ð´Ñ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ°Ð¼Ð¸ Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð¸ ÐÐÐ¡ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ° Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ ÑÑÑÑÐºÑÑÑÐ½Ð¾Ð¹ Ð¸ Ð¿ÑÐ¸Ð¶Ð¸Ð¼Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼ Ð¾ÑÑÐµÐºÐ»ÐµÐ½Ð¸Ñ.
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â¢ Ð¢Ð¾Ð»ÑÐ¸Ð½Ð° ÑÑÑÐºÐ¾Ð» Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ°.
ÐÐ±ÑÐµÐºÑÐ¾Ð¼ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ ÑÑÐµÐºÐ»Ð¾ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐ° Ð¿Ð¾Ð´ Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ ÑÐ°Ð²Ð½Ð¾Ð¼ÐµÑÐ½Ð¾-ÑÐ°ÑÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð½Ð¾Ð¹ (Ð²ÐµÑÑÐ¾Ð²Ð¾Ð¹) Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. ÐÑÐµÐ´Ð¼ÐµÑÐ¾Ð¼ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ ÐÐÐ¡ ÑÑÐµÐºÐ»Ð° Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¿Ð¾ÑÐ¾Ð±Ð° ÐµÐ³Ð¾ Ð·Ð°ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð² ÑÑÐµÐºÐ»Ð¾Ð¿Ð°ÐºÐµÑÐµ.
description: The character of influence of boundary conditions on the stress-strain state of glass panes within insulated glass unit was described. The analysis of the current state of research on the design and calculation methods of translucent facade systems was given as well as general concepts and classification of facade glazing systems. The calculation methodology for the filling of the system was described taking into account the fastening approach. The dependencies obtained on the base of the results allow to evaluate the effect of the fastening parameters on the stress-strain state of filling. The values of the loads leading to the onset of the Ultimate and Serviceability Limit States for the most common sizes of the double-glazed windows were calculated. A specific numerical model which allows evaluation of the joint deflection of the filling and the metal frame of the translucent facade system was developed.
The aim of the final qualification work was to determine the influence of the fastening method and parameters inherent to it of the glass pane on its stress-strain state.
The objectives of the study were:
1. The research, structuration and analysis of existing scientific papers related to the non-bearing translucent structures.
2. Static calculation and subsequent analysis of a double-glazed window performance under various methods and parameters of fastening.
3. Determination of the dependencies between the fastening parameters and the stress-strain state of the insulated glass unit based on the technical solutions for structural and mullion-transom glazing systems.
The following fastening parameters were proposed for the further analysis:
â¢ Modification of the fixing step in horizontal direction (along longer side)
â¢ Modification of the fixing step in vertical direction (along shorter side)
â¢ Change of gas filling thickness
â¢ Change of glass panel thickness
The object of the study was a glass pane within an insulated glass unit under the action of a uniformly distributed (wind) load.
The subject of the study was stress-strain state of glass pane considering the method of its fastening.