title: Ð ÐµÑÐµÐ½Ð¸Ðµ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ Ð·Ð°Ð´Ð°Ñ ÑÐ²ÐµÑÐ´Ð¾Ð³Ð¾ ÑÐµÐ»Ð° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¼ÐµÑÐ¾Ð´Ð° ÐºÐ¾Ð½ÐµÑÐ½ÑÑ Ð¾Ð±ÑÐµÐ¼Ð¾Ð²
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
Creators: name: Ð¥ÐÐ¢ÐÐ  ÐÐÐÐ¢ÐÐÐ¬Ð, ÐÑÐ¸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: Ð¢Ð²ÐµÑÐ´ÑÐµ ÑÐµÐ»Ð°
Ð¼ÐµÑÐ¾Ð´ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ Ð¾Ð±ÑÐµÐ¼Ð¾Ð²
Ð­Ð¹Ð»ÐµÑÐ¾Ð² Ð¿Ð¾Ð´Ñ Ð¾Ð´
Ð»Ð¸Ð½ÐµÐ¹Ð½Ð°Ñ ÑÐ¿ÑÑÐ³Ð¾ÑÑÑ
ÑÑÐ¾Ð½Ñ ÑÑÐ°ÐºÐ¸Ð½Ð³

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ - "Ð ÐµÑÐµÐ½Ð¸Ðµ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ Ð·Ð°Ð´Ð°Ñ ÑÐ²ÐµÑÐ´Ð¾Ð³Ð¾ ÑÐµÐ»Ð° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¼ÐµÑÐ¾Ð´Ð° ÐºÐ¾Ð½ÐµÑÐ½ÑÑ Ð¾Ð±ÑÐµÐ¼Ð¾Ð²". ÐÐ°ÑÑÐ¾ÑÑÐ°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÐµÐ°Ð»Ð¸Ð·Ð°ÑÐ¸Ð¸ ÑÐ¹Ð»ÐµÑÐ¾Ð²Ð° Ð¿Ð¾Ð´ÑÐ¾Ð´Ð° Ð´Ð»Ñ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¾ÑÐºÐ»Ð¸ÐºÐ° ÑÐ²ÐµÑÐ´Ð¾Ð³Ð¾ ÑÐµÐ»Ð° Ð¿ÑÐ¸ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°Ñ. ÐÑÐ½Ð¾Ð²Ð½ÑÐ¼Ð¸ Ð·Ð°Ð´Ð°ÑÐ°Ð¼Ð¸ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÑÑÑÑ: Ð¡Ð¾Ð·Ð´Ð°ÑÑ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ñ Ð² Matlab-2019b Ð´Ð»Ñ ÑÐµÑÐµÐ½Ð¸Ñ ÑÐ¸ÑÑÐµÐ¼Ñ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ð¹ Ð² ÑÐ°ÑÑÐ½ÑÑ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð½ÑÑ, ÑÐ²ÑÐ·Ð°Ð½Ð½ÑÑ Ñ ÑÐ¹Ð»ÐµÑÐ¾Ð²ÑÐ¼ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð¾Ð¼ Ð´Ð»Ñ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÐºÐ¸ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ ÑÐ²ÐµÑÐ´Ð¾Ð³Ð¾ ÑÐµÐ»Ð°. ÐÐ´Ð°Ð¿ÑÐ¸ÑÐ¾Ð²Ð°ÑÑ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ñ Ð´Ð»Ñ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¾Ð±ÑÐµÐ¹ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸Ð¸ ÑÐ²ÐµÑÐ´Ð¾Ð³Ð¾ ÑÐµÐ»Ð°, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¼Ð°Ð½Ð¸Ð¿ÑÐ»Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¸ ÑÐ¿ÑÐ°Ð²Ð»ÑÑÑ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼Ð¸ ÑÐ°Ð·Ð¼ÐµÑÐ°Ð¼Ð¸ ÑÐµÑÐºÐ¸ Ð´Ð»Ñ Ð´Ð¾Ð¼ÐµÐ½Ð°. Ð ÐµÑÐ¸ÑÑ ÑÑÐ¸ Ð·Ð°Ð´Ð°ÑÐ¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð´Ð»Ñ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¸ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ ÐºÐ¾Ð´Ð°. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ Ð¾Ð±ÑÑÑ Ð¿ÑÐ¾ÑÐµÐ´ÑÑÑ Ð´Ð»Ñ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ. Ð Ð½Ð°ÑÑÐ¾ÑÑÐµÐµ Ð²ÑÐµÐ¼Ñ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼ÑÑ ÑÐ²ÐµÑÐ´ÑÑ ÑÐµÐ» Ð¿ÑÐ¸ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°Ñ Ð¸ Ð±Ð¾Ð»ÑÑÐ¸Ñ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸ÑÑ Ð¾ÑÐµÐ½Ñ Ð²Ð°Ð¶Ð½Ð¾ Ð½Ðµ ÑÐ¾Ð»ÑÐºÐ¾ Ñ Ð½Ð°ÑÑÐ½Ð¾Ð¹ ÑÐ¾ÑÐºÐ¸ Ð·ÑÐµÐ½Ð¸Ñ, Ð½Ð¾ Ð¸ Ñ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð¹, Ð¿Ð¾ÑÐºÐ¾Ð»ÑÐºÑ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸ ÑÐ²ÑÐ·Ð°Ð½Ñ Ñ ÑÐ°ÐºÐ¾Ð³Ð¾ ÑÐ¾Ð´Ð° ÑÐ°ÑÑÐµÑÐ°Ð¼Ð¸, Ñ. Ðµ. Ð¿ÑÐ¾ÑÐµÑÑÐ¾Ð¼ Ð³Ð¸Ð´ÑÐ¾ÑÐ°Ð·ÑÑÐ²Ð° Ð¿Ð»Ð°ÑÑÐ°. Ð¡Ð»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÐ½Ð¾, Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÐµÑ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÑ ÑÑÐ¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ°. ÐÐ»Ñ ÑÐµÑÐµÐ½Ð¸Ñ ÑÑÐ¾Ð¹ Ð·Ð°Ð´Ð°ÑÐ¸ Ð±ÑÐ»Ð° ÑÐµÐ°Ð»Ð¸Ð·Ð¾Ð²Ð°Ð½Ð° ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð°Ñ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²ÐµÑÐ´ÑÑ ÑÐµÐ» Ð¿ÑÐ¸ Ð²Ð½ÐµÑÐ½Ð¸Ñ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°Ñ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÑÐ¹Ð»ÐµÑÐ¾Ð²Ð° Ð¿Ð¾Ð´ÑÐ¾Ð´Ð° Ð¸ Ð½ÐµÐºÐ¾ÑÐ¾ÑÑÑ Ð°Ð´Ð°Ð¿ÑÐ°ÑÐ¸Ð¹ Ð´Ð»Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÑÑÑÐµÑÑÐ²ÐµÐ½Ð½ÑÑ Ð¸ ÐµÑÑÐµÑÑÐ²ÐµÐ½Ð½ÑÑ Ð³ÑÐ°Ð½Ð¸ÑÐ½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸Ð¹. ÐÐ¾Ð´ Ð±ÑÐ» Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½ Ð´Ð»Ñ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐµÑ ÑÐ»ÑÑÐ°ÐµÐ² Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ (ÑÐ°ÑÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð±ÑÑÑÐºÐ° Ñ ÐºÑÑÐ³Ð»ÑÐ¼ Ð¾ÑÐ²ÐµÑÑÑÐ¸ÐµÐ¼, Ð·Ð°Ð´Ð°ÑÐ° ÑÐ°ÑÐºÑÑÑÐ¸Ñ ÑÑÐµÑÐ¸Ð½Ñ Ð¸ Ð²Ð½ÑÑÑÐµÐ½Ð½ÐµÐµ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð½Ð¾Ðµ Ð² ÑÐ¸Ð»Ð¸Ð½Ð´ÑÐµ Ñ ÑÐ¾Ð»ÑÑÐ¾Ð¹ ÑÑÐµÐ½ÐºÐ¾Ð¹), Ð¸ Ð¿Ð¾ÑÐ»Ðµ Ð²ÑÑÐ¸ÑÐ»ÐµÐ½Ð¸Ñ Ð¼Ñ Ð½Ð°Ð±Ð»ÑÐ´Ð°Ð»Ð¸ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ ÐºÐ¾Ð´Ð° Ð²ÑÑÐ¸ÑÐ»ÑÑÑ Ð±Ð¾Ð»ÑÑÐ¸Ðµ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸, ÑÐ¿ÑÐ°Ð²Ð»ÑÑÑ Ð½ÐµÑÐµÐ³ÑÐ»ÑÑÐ½ÑÐ¼ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð¼ ÑÐµÑÐºÐ¸ Ð¸ ÑÐµÐ°Ð»Ð¸Ð·Ð¾Ð²ÑÐ²Ð°ÑÑ Ð³ÑÐ°Ð½Ð¸ÑÐ½ÑÐµ ÑÑÐ»Ð¾Ð²Ð¸Ñ ÐÐµÐ¹Ð¼Ð°Ð½Ð° Ð¸ ÐÐ¸ÑÐ¸ÑÐ»Ðµ.
description: The subject of the graduate qualification work is âSolving problems in deformable solid dynamics, using Finite Volume Methodâ. The present work is devoted to implement the eulerian approach to simulate solid dynamics response under transient loads. The main objectives for this study are: Create a numerical program using Matlab-2019b to solve the system of partial differential equations related to eulerian approach for solid dynamics. Adapt the program to simulate general solid geometries, as well as, manipulate and manage different mesh size for the domain. Simulate three case of study to verify the efficiency of the code. Stablish a general procedure to run the simulation. Nowadays, the simulation of solids under transient loads and large strains are very important, not only from a scientific perspective, but for an industrial one, because technological challenges involve this kind of calculations, i.e. fracking process. In this order of ideas, arise the need of this calculation, also the comercial packages only include a lagrangian perspective to simulate solids, which show some deficiencies. To overcome this problem we implemented a numerical technique to simulate solids under external transient loads employing eulerian approach and some adaptations to apply the essential and natural boundary conditions. The code was used to simulate three case of study (extension of a plate with a circular hole, crack opening problem and internal pressure applied in a walled-thicked cylinder), and after the computation we observed the code's capability to compute large deformations, manage irregular mesh size, and implement Neumann and Dirichlet boundary conditions. Last but not less, is possible to visualize the wave propagation phenomena induced by the application of a load.