title: ÐÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½Ð¾Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÐ»Ð°ÑÑÐ¾Ð¼ÐµÑÐ° Ð½Ð° Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð´Ð¸Ð°Ð³Ð½Ð¾ÑÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾Ð´ÑÐ»Ñ HFS-Reflectometry ÑÐ¾ÐºÐ°Ð¼Ð°ÐºÐ° ITER
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Finite element research of the influence of elastomer on the behavior of the diagnostic module HFS-Reflectometry of the ITER tokamak
Creators: name: ÐÐ°Ð¼ÐµÐ´Ð¾Ð², ÐÐºÐ±ÐµÑ
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: 2024
Subjects: ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ðµ ÑÐµÑÐµÐ½Ð¸Ðµ
ITER
ÑÐ»Ð°ÑÑÐ¾Ð¼ÐµÑ
ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ð¹ Ð°Ð½Ð°Ð»Ð¸Ð·
ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ Ð°Ð½Ð°Ð»Ð¸Ð·
ÑÐµÑÐ¼Ð¾ÑÐ´ÐµÑÐ½ÑÐ¹ ÑÐµÐ°ÐºÑÐ¾Ñ
Ð½ÐµÐ¾-Ð³ÑÐºÐ¾Ð² Ð¿Ð¾ÑÐµÐ½ÑÐ¸Ð°Ð»
numerical solution
elastomer
seismic analysis
static analysis
thermonuclear reactor
neo-hookean potential

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð·Ð¾Ð½Ñ Ð¿ÑÐ¾ÑÐ¾Ð´ÐºÐ¸, Ð° Ð¸Ð¼ÐµÐ½Ð½Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð²Ð¾Ð¿ÑÐ¾ÑÐ° Ð¾ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÐ¸ Ð²ÐºÐ»ÑÑÐµÐ½Ð¸Ñ Ð² Ð½ÐµÑ ÑÐ»Ð°ÑÑÐ¾Ð¼ÐµÑÐ° Ð¸ Ð²Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÐºÐµ ÑÐ»Ð°ÑÑÐ¾Ð¼ÐµÑÐ° Ð½Ð° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÐµ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð° ÑÐ¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð° ÑÑÑÑÐ¼ÐµÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð²ÐµÑÑÐ½ÐµÐ³Ð¾ Ð¿Ð¾ÑÑÐ° 8 Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð° ÑÐµÑÐ¸Ñ ÑÐ¸ÑÐ»ÐµÐ½Ð½ÑÑ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ ANSYS. ÐÐ¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¿Ð¾ ÐÐ¸Ð·ÐµÑÑ Ð¸ Ð¾Ð±ÑÐ¸Ñ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ð¹ Ð²ÐµÑÑÐ½ÐµÐ³Ð¾ Ð¿Ð¾ÑÑÐ° 8 Ð²Ð¼ÐµÑÑÐµ Ñ Ð¸Ð·Ð²ÐµÑÑÐ½ÑÐ¼Ð¸ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼Ð¸ Ð´Ð»Ñ Interspace Port Cell ÑÑÐ°Ð»Ð¸ Ð¾ÑÐ½Ð¾Ð²Ð¾Ð¹ Ð´Ð»Ñ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¸ ÐºÐ¾ÑÑÐµÐºÑÐ½Ð¾ÑÑÐ¸ Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ð¹ Ð¿Ð¾ÑÑÐ°Ð½Ð¾Ð²ÐºÐ¸ Ð·Ð°Ð´Ð°ÑÐ¸, Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾Ð¹ Ð´Ð»Ñ Ð´Ð°Ð»ÑÐ½ÐµÐ¹ÑÐ¸Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹. ÐÑÐ»Ð¾ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð¾ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð²Ð¾Ð»Ð½Ð¾Ð²Ð¾Ð´Ð¾Ð² Ð² Ð·Ð¾Ð½Ðµ Ð¿ÑÐ¾ÑÐ¾Ð´ÐºÐ¸ Ð² Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ð¹ Ð¿Ð¾ÑÑÐ°Ð½Ð¾Ð²ÐºÐµ Ð¸ ÑÐ´ÐµÐ»Ð°Ð½Ð¾ Ð·Ð°ÐºÐ»ÑÑÐµÐ½Ð¸Ðµ Ð¾ Ð²Ð½ÐµÐ´ÑÐµÐ½Ð¸Ð¸ ÑÐ»Ð°ÑÑÐ¾Ð¼ÐµÑÐ°, ÐºÐ¾ÑÐ¾ÑÑÐ¹ ÑÐ´Ð¾Ð²Ð»ÐµÑÐ²Ð¾ÑÑÐµÑ ÐºÑÐ¸ÑÐµÑÐ¸ÑÐ¼ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸. ÐÐ°Ð½Ð½ÑÐ¹ ÑÐµÐ·ÑÐ»ÑÑÐ°Ñ Ð¸Ð³ÑÐ°ÐµÑ Ð²Ð°Ð¶Ð½ÑÑ ÑÐ¾Ð»Ñ, Ð¿Ð¾ÑÐºÐ¾Ð»ÑÐºÑ Ð´Ð¾ÐºÐ°Ð·Ð°Ð½Ð° Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÑ ÑÑÑÐ°Ð½Ð¾Ð²ÐºÐ¸ ÑÐ»Ð°ÑÑÐ¾Ð¼ÐµÑÐ° Ð² Ð·Ð¾Ð½Ñ Ð¿ÑÐ¾ÑÐ¾Ð´ÐºÐ¸ Ð´Ð¸Ð°Ð³Ð½Ð¾ÑÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾Ð´ÑÐ»Ñ Ð´Ð»Ñ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ñ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸ ÑÐºÑÑÑÐµÐ¼Ð°Ð»ÑÐ½ÑÑ ÑÑÐµÐ½Ð°ÑÐ¸ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº.
description: This work is devoted to the study of the penetration zone, namely to solving the issue of the need to include an elastomer in it and, subsequently, testing the elastomer for strength characteristics. To achieve this goal, a 3D model of the upper port 8 was modeled and a series of numerical calculations were carried out in the ANSYS software package. The obtained results of von Mises stresses and total displacements of the upper port 8, together with the known results for the Interspace Port Cell, became the basis for verifying the correctness of the beam formulation of the problem, necessary for further research. The behavior of waveguides in the penetration zone in a beam formulation was analyzed and a conclusion was made about the addition of an elastomer that satisfies the strength criteria. This result is important because it has proven the need to install an elastomer in the penetration area of the diagnostic module to ensure safety under extreme load scenarios.