title: ÐÐ°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²ÐºÐ¸ Ð½Ð°Ð²ÐµÑÐ½ÑÑ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð¸Ð· ÑÐ¸Ð±ÑÐ¾ÑÐµÐ¼ÐµÐ½ÑÐ°
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: The stress-strain state of the cladding of curtain wall systems of fiber cement
Creators: name: ÐÐ³Ð¾ÑÐ¾Ð², ÐÐµÐ½Ð¸Ñ
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Ð¸Ð±ÑÐ¾ÑÐµÐ¼ÐµÐ½Ñ
ÑÐ¸Ð±ÑÐ¾ÑÐµÐ¼ÐµÐ½ÑÐ½Ð°Ñ Ð¿Ð»Ð¸ÑÐ°
Ð½Ð°Ð²ÐµÑÐ½ÑÐµ ÑÐ°ÑÐ°Ð´Ð½ÑÐµ ÑÐ¸ÑÑÐµÐ¼Ñ
ÑÐ°ÑÐ°Ð´
Ð²ÑÑÑÐ¶Ð½Ð°Ñ Ð·Ð°ÐºÐ»ÑÐ¿ÐºÐ°
Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²ÐºÐ°
Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ
fiber-cement boards
composite materials
cements
fiber reinforced materials
bearing capacity
facades
finite element method

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²ÐºÐ¸ Ð½Ð°Ð²ÐµÑÐ½ÑÑ ÑÐ°ÑÐ°Ð´Ð½ÑÑ ÑÐ¸ÑÑÐµÐ¼ Ð¸Ð· ÑÐ¸Ð±ÑÐ¾ÑÐµÐ¼ÐµÐ½ÑÐ°Â».
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1. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ Ð¿Ð¾ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÐ¾ÑÐµÐº ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ ÑÐ¸Ð±ÑÐ¾ÑÐµÐ¼ÐµÐ½ÑÐ½ÑÑ Ð¿Ð»Ð¸Ñ Ð½Ð° ÑÐºÐ°Ð»ÑÐ²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¸ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÐºÑÐ°ÐµÐ²ÑÑ ÑÐ°ÑÑÑÐ¾ÑÐ½Ð¸ÑÑ Ð¸ Ð½Ð° Ð¾ÑÑÑÐ² ÑÐµÑÐµÐ· Ð³Ð¾Ð»Ð¾Ð²Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ° ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ.
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3. Ð§Ð¸ÑÐ»ÐµÐ½Ð½Ð¾Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÐµÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÐÐ¤Ð¡ Ñ Ð¾Ð±Ð»Ð¸ÑÐ¾Ð²ÐºÐ¾Ð¹ ÑÐ¸Ð±ÑÐ¾ÑÐµÐ¼ÐµÐ½ÑÐ½ÑÐ¼Ð¸ Ð¿Ð»Ð¸ÑÐ°Ð¼Ð¸ Ð² ÐÐ SCAD Office 21.1.
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description: The theme of the final qualification work: "The stress-strain state of the cladding of curtain wall systems of fiber cement".
This work is devoted to the study of the stress-strain state of fiber cement panels when working together with the carrying frame of curtain wall system.
The research set the following goals:
1. Development of a methodology and testing to determine the bearing capacity of fastening points of fiber cement board for shear fracture at various distance from the edge of the panel and wrest out the panel through the head of the rivet.
2. Development of methods and testing to determine the bearing capacity of fiber cement board in the composition of curtain wall system when exposed to of a uniformly distributed load.
3. Numerical modeling and design analysis of the facade fragment by means of finite element method (FEM) realized in SCAD Office 21.1 software package.
4. Assessment of the convergence of the results of experimental research and numerical calculation.
5. Development of guidelines for calculation fiber cement boards according to ultimate limit state (ULS) and serviceability limit state (SLS) criteria during the detailed design of curtain wall systems.
In solving these tasks, the author used methods of laboratory testing, numerical calculation by means of finite element method and comparative analysis.
As a result of tests of the fastening points, possible types of structural failure were obtained, as well as the values of the bearing capacity of fastening points these panel to the carrying frame of hinged facade systems. When testing full-sized panels for the action of a uniformly distributed load, the dependences of the deflection of the panel on the value of the applied load were built. Also, the ultimate loads were determined at which the loss of the bearing capacity of the panels as a result of cracking was observed in the area of fastening to frame of hinged facade system.
The example of a numerical model of the test bench of the curtain wall system shows the procedure for checking the cladding according to USL and SLS criteria, which can be used during the detailed design of hinged facade systems with cladding with fiber cement boards.