title: ÐÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÐµÑÐ° Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð¾ÑÐ¾Ð±ÑÐµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸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: Methodology for calculating an industrial building for special impacts
Creators: name: ÐÐ°ÐµÐ²Ð°, Ð Ð°Ð½Ð¸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·Ð¸ÑÐµÑÐºÐ°Ñ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÑ
Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½ÑÐ¹ Ð·Ð°ÐºÐ¾Ð½ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ
Ð¼ÐµÑÐ¾Ð´ ÑÐ°ÑÑÐµÑÐ°
Ð¾ÑÐ¾Ð±ÑÐµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ
ÑÐ´Ð°Ñ ÑÐ°Ð¼Ð¾Ð»ÐµÑÐ°
physical nonlinearity
nonlinear deformation law
calculation method
special impacts
aircraft impact

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÐµÑÐ° Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð¾ÑÐ¾Ð±ÑÐµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸ÑÂ».
ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ ÑÐ°ÑÑÐµÑÐ° Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð¾ÑÐ¾Ð±ÑÐµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ, Ð² ÑÐ°ÑÑÐ½Ð¾ÑÑÐ¸ Ð½Ð° ÑÐ´Ð°Ñ ÑÐ°Ð¼Ð¾Ð»ÐµÑÐ°. 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 Ð¾Ð±Ð·Ð¾Ñ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð¿Ð¾ ÑÐµÐ¼Ðµ ÑÐ°Ð±Ð¾ÑÑ. ÐÐ¿Ð¸ÑÐ°ÑÑ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½ÑÐµ Ð¾Ð±ÑÐµÐºÑÑ Ð¸ Ð¾ÑÐ¾Ð±ÑÐµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸;
2. Ð Ð°ÑÑÐ¼Ð¾ÑÑÐµÑÑ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð½Ð° Ð¾ÑÐ¾Ð±ÑÐµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ;
3. ÐÑÐ±ÑÐ°ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÑ, Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÑÑÑÑ ÑÑÐµÑÑÑ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÑÑ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹, Ð° ÐºÐ°Ðº ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ðµ ÑÐ¼ÐµÐ½ÑÑÐ¸ÑÑ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐµ ÑÐ°ÑÑÐ¾Ð´Ñ (Ð² ÑÐ¾Ð¼ ÑÐ¸ÑÐ»Ðµ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐµ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ñ);
4. ÐÑÐ¾Ð²ÐµÑÑÐ¸ Ð´Ð²Ð° ÑÐ°ÑÑÐµÑÐ°: Ð² ÐºÐ»Ð°ÑÑÐ¸ÑÐµÑÐºÐ¾Ð¹ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð¿Ð¾ÑÑÐ°Ð½Ð¾Ð²ÐºÐµ Ð¸ Ð¿Ð¾ Ð²ÑÐ±ÑÐ°Ð½Ð½Ð¾Ð¹ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐµ;
5. ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð². Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ ÐÐÐ¡ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹, ÑÑÐµÐ±ÑÐµÐ¼Ð¾Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÐ¾Ð´Ñ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð².
Ð Ð¿ÐµÑÐ²Ð¾Ð¹ Ð³Ð»Ð°Ð²Ðµ Ð±ÑÐ»Ð¸ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð²Ð¸Ð´Ñ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½ÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²ÑÑÑÐ¸Ðµ ÑÐ¸Ð¿Ñ Ð¾ÑÐ²ÐµÑÑÑÐ²ÐµÐ½Ð½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð¾Ð±ÑÐ·Ð°ÑÐµÐ»ÑÐ½Ð¾ ÑÐ°ÑÑÑÐ¸ÑÑÐ²Ð°ÑÑÑÑ Ð½Ð° Ð¾ÑÐ¾Ð±Ð¾Ðµ ÑÐ¾ÑÐµÑÐ°Ð½Ð¸Ðµ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. ÐÑÐ¾ÑÐ°Ñ Ð³Ð»Ð°Ð²Ð° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¾Ð¿Ð¸ÑÐ°Ð½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ Ð¿Ð¾ÑÑÐ°Ð½Ð¾Ð²ÐºÐµ (Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ ÐÐ Abaqus). Ð ÑÑÐµÑÑÐµÐ¹ Ð³Ð»Ð°Ð²Ðµ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½ ÑÐ°ÑÑÐµÑ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ Ð¾Ñ ÑÐ´Ð°ÑÐ° ÑÐ°Ð¼Ð¾Ð»ÐµÑÐ° Ð² Ð´Ð²Ðµ ÑÑÐ°Ð´Ð¸Ð¸. ÐÐµÑÐ²Ð¾Ð¹ ÑÑÐ°Ð´Ð¸ÐµÐ¹ Ð¿Ð¾ÑÐ»ÑÐ¶Ð¸Ð» Ð»Ð¸Ð½ÐµÐ¹Ð½ÑÐ¹ ÑÐ°ÑÑÐµÑ (Ð² ÐÐ Scad), Ð²ÑÐ¾ÑÐ¾Ð¹ ÑÑÐ°Ð´Ð¸ÐµÐ¹ â Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½ÑÐ¹ (Ð² ÐÐ Abaqus). 
Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² Ð´Ð²Ðµ ÑÑÐ°Ð´Ð¸Ð¸. ÐÐµÑÐ²Ð°Ñ ÑÑÐ°Ð´Ð¸Ñ Ð² ÐÐ Scad Ð´Ð°Ð»Ð° ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¾Ð± ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´ÑÐµÐ¼Ð¾Ð¼ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸, Ð²Ð¾ Ð²ÑÐ¾ÑÐ¾Ð¹ ÑÑÐ°Ð´Ð¸Ð¸ Ð² ÐÐ Abaqus Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐ¼ Ð·Ð½Ð°ÑÐµÐ½Ð¸ÐµÐ¼ Ð¿Ð»Ð¾ÑÐ°Ð´Ð¸ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. Ð Ð°ÑÑÐµÑ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð», ÑÑÐ¾ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ð¸ Ð½Ð°Ð´ÐµÐ¶Ð½Ð¾ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð°. Ð¡Ð½Ð¸Ð¶ÐµÐ½Ð¸Ðµ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÐ¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÑÐ¾ÑÑÐ°Ð²Ð¸Ð»Ð¾ 20%.
description: The subject of the graduate qualification work is âMethodology for calculating an industrial building for special impactsâ.
This work is devoted to the study of the methodology for calculating an industrial reinforced concrete building for special effects, in particular for an aircraft impact. Tasks that were solved during the study:
1. Perform a literature review on the topic of work. Describe industrial facilities and special loads;
2. Consider existing methods of spatial calculation of load-bearing structures for special effects;
3. Choose a methodology that allows you to take into account the physical non-linearity of structures, and as a result, reduce construction costs (including construction materials);
4. To carry out two calculations: in the classical linear formulation and according to the chosen method;
5. Perform an analysis of the results. Compare the stress-strain state of structures, the required reinforcement and material costs.
The first chapter examined the types of industrial reinforced concrete buildings and the corresponding types of critical structures, which are necessarily designed for a special combination of loads. The second chapter is devoted to the description of the method of nonlinear calculation of a reinforced concrete building in a spatial setting (for example, Abaqus software). In the third chapter, the calculation of an industrial reinforced concrete building on the impact of an aircraft in two stages is considered. The first stage was the linear calculation (Scad software), the second stage was the nonlinear calculation (Abaqus software).
As a result, an industrial building was calculated in two stages. The first stage in the Scad software gave the results of the recommended reinforcement; in the second stage, the Abaqus software calculated with the optimized value of the reinforcement area. The calculation showed that the strength and reliability of the structure is provided. The reduction in material consumption of the structure was 20%.