title: ÐÐ°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ Ð·Ð°ÑÐ¸ÑÐ½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¸ ÐÐ­Ð¡ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÐ¸ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸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: The stress-strain state of the containment building of nuclear power plant with physical non-linearity of deformation
Creators: name: ÐÐ¾Ð»ÐµÑÐ°ÐµÐ², ÐÐ¾Ð½ÑÑÐ°Ð½ÑÐ¸Ð½
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: Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ° Ð±Ð¸Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð·Ð°ÑÐ¸ÑÑ ÐÐ­Ð¡
ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
Ð²ÑÑÐ¾ÐºÐ¾Ð¿ÑÐ¾ÑÐ½ÑÐµ Ð±ÐµÑÐ¾Ð½Ñ
Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸
Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ
ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ°Ñ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÑ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ
ÐÐÐ¡
containment building
constructions
high-strength concrete
loads
impacts
physical non-linearity of deformation
stress-strain state

description: Ð¢ÐµÐ¼Ñ 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 Ð·Ð°ÑÐ¸ÑÐ½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¸ ÐÐ­Ð¡ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½ÐµÐ»Ð¸-Ð½ÐµÐ¹Ð½Ð¾ÑÑÐ¸ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸ÑÂ».
ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ¾Ð¿Ð¾ÑÑÐ°Ð²Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÐµÐ·ÑÐ»ÑÑÐ°-ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ¾Ð² ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº ÐÐÐ¡ Ð·Ð°ÑÐ¸ÑÐ½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¸ ÐÐ­Ð¡ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ ÐºÑÐ°ÑÐºÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ Ð´Ð»Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ:
1. ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ Ð°Ð½Ð°Ð»Ð¸Ð· ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐµÐº ÐÐ­Ð¡ Ð¸ Ð¿Ð¾ÑÑÑÐ¾Ð¸ÑÑ ÑÐ°ÑÑÐµÑÐ½ÑÑ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð² ÐÐ Â«ÐÐÐ Ð-Ð¡ÐÐÐ  2016 R5Â».
2. ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ Ð¿Ð¾Ð´ÑÑÐµÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¸ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð² ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ Ð½Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ.
3. ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ ÑÐ°ÑÑÐµÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð² ÐÐÐ¡ Ð·Ð°ÑÐ¸ÑÐ½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¸ Ð½Ð° ÑÐ°ÑÑÐµÑÐ½Ð¾Ðµ ÑÐ¾-ÑÐµÑÐ°Ð½Ð¸Ðµ ÑÐ¸Ð»Ð¾Ð²ÑÑ Ð¸ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÐ¸ ÐºÑÐ°ÑÐºÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ Ð´Ð»Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð±ÐµÑÐ¾Ð½Ð°.
4. ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ ÑÐ¾Ð¿Ð¾ÑÑÐ°Ð²Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ¾Ð², Ð¿Ð¾Ð»ÑÑÐ¸ÑÑ ÐºÐ¾-Ð»Ð¸ÑÐµÑÑÐ²ÐµÐ½Ð½ÑÐµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð·Ð½Ð°ÑÐ¸Ð¼ÑÑ ÑÐ°ÐºÑÐ¾ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ Ð½Ð° Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ ÐÐÐ¡ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ.
Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ñ Ð²Ð¸Ð´Ñ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð·Ð°ÑÐ¸ÑÐ½ÑÑ Ð¾Ð±Ð¾Ð»Ð¾ÑÐµÐº ÐÐ­Ð¡. ÐÐ·ÑÑÐµÐ½Ñ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÐµ Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐµÐ´Ð²Ð°ÑÐ¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð²Ð½ÑÑÑÐµÐ½-Ð½Ð¸Ñ Ð³ÐµÑÐ¼ÐµÑÐ¸ÑÐ½ÑÑ Ð¾Ð±Ð¾Ð»Ð¾ÑÐµÐº. 
Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð° Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð° ÐºÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð²Ð½ÑÑÑÐµÐ½Ð½ÐµÐ¹ Ð·Ð°-ÑÐ¸ÑÐ½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¸ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ ÐÐÐ Ð-Ð¡ÐÐÐ  Ð¸ ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ð° Ð½Ð° ÑÐ¾ÑÐµÑÐ°-Ð½Ð¸Ðµ ÑÐ¸Ð»Ð¾Ð²ÑÑ Ð¸ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑÐ½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÐ¸ Ð´Ðµ-ÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. Ð¢Ð°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ¾Ð¿Ð¾ÑÑÐ°Ð²Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð² ÐÐÐ¡ Ð·Ð°-ÑÐ¸ÑÐ½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¸ ÐÐ­Ð¡.
description: The subject of the graduate qualification work is Â«The stress-strain state of the containment building of nuclear power plant with physical non-linearity of defor-mationÂ».
The given work is devoted to performing a comparative analysis of the results of calculating the characteristics of the stress-strain state of containment with consideration of various models of short and long term deformation of reinforced concrete. The re-search set the following goals:
1. Analysis of the design solutions of containments of nuclear power plant and make a computational model in software package Â«LIRA-SAPR 2016 R5Â».
2. Calculation of loads and parameters of temperature effects on structures.
3. Performing calculations of the parameters of the stress-strain state of contain-ment on the calculated combination of force and temperature effects, taking into account the physical nonlinearity of short-time and long-term concrete deformation.
4. Performing a comparative analysis of the results, obtaining quantitative charac-teristics of the influence of significant factors of the calculation models on the parame-ters of the stress-strain state of the structure.
In the given work the types of existing containments of nuclear power plants are presented. Modern features of prestress of internal containment buildings are studied. 
As the result, finite element model of containment was constructed in the LIRA-SAPR software package and it was calculated on a combination of force and tempera-ture impacts, taking into account the physical non-linearity of deformation. A compara-tive analysis of the parameters of the stress-strain state of the NPP containment was also performed.