title: ÐÐ»Ð¸ÑÐ½Ð¸Ðµ Ð²Ð·ÑÑÐ²Ð½Ð¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð½Ð° Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¿ÐµÑÐµÐ³Ð¾Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾Ð½Ð½ÐµÐ»Ñ
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: Ðxplosion influence on the stress-strain state of reinforced concrete structures of the distillation tunnel
Creators: name: ÐÐ¾Ð½ÑÑÐ¾Ð², Ð¡ÐµÑÐ³ÐµÐ¹
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: 2019
Subjects: Ð¢ÑÐ½Ð½ÐµÐ»Ð¸ Ð¼ÐµÑÑÐ¾Ð¿Ð¾Ð»Ð¸ÑÐµÐ½Ð°
Ð§Ð¸ÑÐ»ÐµÐ½Ð½ÑÐµ Ð¼ÐµÑÐ¾Ð´Ñ
Ð¢ÑÐ½Ð½ÐµÐ»Ð¸
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Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð°Ñ Ð¾Ð±Ð´ÐµÐ»ÐºÐ°
ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ°Ñ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÑ
ÑÐ°ÑÑÐµÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ
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description: Ð ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑÑÑ Ð²Ð¾Ð¿ÑÐ¾Ñ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð²Ð·ÑÑÐ²Ð½Ð¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ (Ð²Ð½ÑÑÑÐµÐ½Ð½ÐµÐ³Ð¾ Ð²Ð·ÑÑÐ²Ð°) Ð½Ð° Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ ÑÐµÐ»ÑÐ½Ð¾ÑÐµÐºÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¾Ð±Ð´ÐµÐ»ÐºÐ¸ Ð¿ÐµÑÐµÐ³Ð¾Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾Ð½Ð½ÐµÐ»Ñ Ð¼ÐµÑÑÐ¾Ð¿Ð¾Ð»Ð¸ÑÐµÐ½Ð° Ð¿ÑÑÐ¼Ð¾ÑÐ³Ð¾Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐµÑÑÐ°Ð½Ð¸Ñ. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð½Ð°ÑÑÐ½ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð¿Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð²Ð·ÑÑÐ²Ð° Ð½Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¾Ð±Ð´ÐµÐ»Ð¾Ðº ÑÐ¾Ð½Ð½ÐµÐ»ÐµÐ¹ ÑÐ°Ð·Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. ÐÑÐ±ÑÐ°Ð½Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ, ÐºÐ¾ÑÐ¾ÑÐ°Ñ ÑÑÐ¶Ðµ Ð²ÑÐµÐ³Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð²Ð¾ÑÑÐ¾Ð¸Ñ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸ÑÐ¼ Ð¾Ñ Ð²Ð·ÑÑÐ²Ð° Ð¸ ÑÐ²Ð»ÑÐµÑÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸ Ð²ÑÐ³Ð¾Ð´Ð½Ð¾Ð¹ Ð¿ÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ Ð¼ÐµÑÑÐ¾Ð¿Ð¾Ð»Ð¸ÑÐµÐ½Ð°. ÐÐ¾Ð´Ð¾Ð±ÑÐ°Ð½ Ð¼ÐµÑÐ¾Ð´ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÐ¸ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ¾Ð² midas FEA, midas GTS NX, ÐÐ¸ÑÐ° Ð¡ÐÐÐ . ÐÑÐ¸Ð²ÐµÐ´ÐµÐ½Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾ â Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÐµÐ»ÑÐ½Ð¾ÑÐµÐºÑÐ¸Ð¾Ð½Ð½ÑÑ Ð¾Ð±Ð´ÐµÐ»Ð¾Ðº ÑÐ¾Ð½Ð½ÐµÐ»ÐµÐ¹ Ð¼ÐµÑÑÐ¾Ð¿Ð¾Ð»Ð¸ÑÐµÐ½Ð° Ð¿ÑÑÐ¼Ð¾ÑÐ³Ð¾Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐµÑÑÐ°Ð½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð², Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐ¾ÑÐ½Ð¾ Ð¾ÑÐ¾Ð±ÑÐ°Ð¶Ð°ÑÑÐ¸Ðµ Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ Ð¿ÑÐ¸ Ð²Ð½ÑÑÑÐµÐ½Ð½ÐµÐ¼ Ð²Ð·ÑÑÐ²Ðµ. ÐÐ¾ÐºÐ°Ð·Ð°Ð½Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿Ð°ÑÐ½ÑÐµ Ð¼ÐµÑÑÐ° Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¾Ð±Ð´ÐµÐ»Ð¾Ðº Ð¿ÑÑÐ¼Ð¾ÑÐ³Ð¾Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. ÐÐ°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ñ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð° Ð½Ð° ÑÐµÑÑÐ¸Ð´ÐµÑÑÑÐ¸ Ð¿ÑÑÐ¸ ÑÑÑÐ°Ð½Ð¸ÑÐ°Ñ Ð¼Ð°ÑÐ¸Ð½Ð¾Ð¿Ð¸ÑÐ½Ð¾Ð³Ð¾ ÑÐµÐºÑÑÐ°, ÑÐ¾ÑÑÐ¾Ð¸Ñ Ð¸Ð· Ð²Ð²ÐµÐ´ÐµÐ½Ð¸Ñ, ÑÑÐµÑ Ð³Ð»Ð°Ð², Ð·Ð°ÐºÐ»ÑÑÐµÐ½Ð¸Ñ, ÑÐ¿Ð¸ÑÐºÐ° Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ, ÑÐ¾ÑÑÐ¾ÑÑÐµÐ³Ð¾ Ð¸Ð· ÑÐ¾ÑÐ¾ÐºÐ° Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð².
description: The work deals with the influence of the explosive effect (internal explosion) on the stress-strain state of the all-section lining of the distillation tunnel of the rectangular subway. The work analyzes the scientific research on the impact of the explosion on the structure of the lining of tunnels of different sections. The design that worst of all resists the stresses of the explosion and is the most cost-effective in the construction of the subway was chosen. The method of the numerical analysis of the stress-strain state taking into account physical nonlinearity with use of software complexes midas FEA, midas GTS NX, LIRA is picked up. The results of calculations of the stress â strain state of reinforced concrete all-section lining of subway tunnels of rectangular shape by the finite element method, which most accurately reflect their work in an internal explosion, are presented. The most dangerous places in the construction of rectangular cross-section linings are shown. Master's thesis is done on sixty-five pages of typewritten text, consists of an introduction, three chapters, conclusion, bibliography, consisting of forty sources.