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Wyszukujesz frazę "stress and strain state" wg kryterium: Wszystkie pola


Wyświetlanie 1-3 z 3
Tytuł:
Numerical analysis of the stress-strain state of a rope strand with linear contact under tension and torsion loading conditions
Autorzy:
Kalentev, E.
Václav, S.
Božek, P.
Tarasov, V.
Korshunov, A.
Powiązania:
https://bibliotekanauki.pl/articles/102692.pdf
Data publikacji:
2017
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
numerical analysis
stress-strain state
rope
Opis:
The paper presents the results of a numerical analysis of the stress-strain state of a rope strand with linear contact under tension and torsion loading conditions. Calculations are carried out using the ANSYS software package. Different approaches to calculation of the stress-strain state of ropes are reviewed, and their advantages and deficiencies are considered. The analysis of the obtained results leads us to the conclusion that the proposed method can be used in engineering calculations.
Źródło:
Advances in Science and Technology. Research Journal; 2017, 11, 2; 231-239
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
FEM simulation of the tube rolling process in Diescher’s mill
Autorzy:
Pater, Z.
Tofil, A.
Powiązania:
https://bibliotekanauki.pl/articles/102656.pdf
Data publikacji:
2014
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
tube rolling
FEM
state of stress and strain
Opis:
This paper deals with the issue of numerical modelling of the piercing process of a thick–walled bush in a two-rolled skew rolling mill, equipped with guiding devices of Diescher’s type. After a short characteristic of the subject matter, the developed geometric model of the process was discussed, with taking kinematics of tools movement and thermal phenomena present in metal during forming into consideration. Next, the results of calculations were presented in a form of fields of strain, damage criterion and temperature. Distributions of force parameters acting on particular tools during the process of bush rolling were also given.
Źródło:
Advances in Science and Technology. Research Journal; 2014, 8, 22; 51-55
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modeling of Post-Failure Behavior of the Rock Mass and its Effect on the Stress-Deformation State in the Vicinity of a Mining Excavation
Autorzy:
Marczak, Halina
Powiązania:
https://bibliotekanauki.pl/articles/102059.pdf
Data publikacji:
2019
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
rock mass model
modeling of excavations
strain and displacement
stress analysis
elastic-plastic model with strain-softening
Mohr-Coulomb criterion
inelastic zones
model masy skalnej
modelowanie wykopów
odkształcenie i przemieszczenie
analiza naprężenia
model sprężysto-plastyczny z miękkim odkształceniem
kryterium Mohra Coulomba
strefy nieelastyczne
Opis:
The study investigated the impact of post-failure properties of the rock mass on the stress-deformation state in the vicinity of the underground excavation and the pressure exerted on the support. An analytical solution to the problem was presented, including the creation of inelastic zones in the vicinity of the excavation: ideal-plastic zone with residual strength and plastic zone with mild decrease of rock medium strength and taking into account the dilatancy. The analysis of the obtained dependencies was carried out using geotechnical parameters characterizing the Carboniferous rock mass of a hard coal mine. The influence of the plastic zone was determined with a mild decrease in strength to the state of stress, deformation and pressure on the rock mass support. The results of the considerations were compared with the solution, which omitted the softening of the rock mass and the solution based on the model of the elastic-plastic-brittle medium. The results of the analysis broaden the knowledge on the behavior of the rock medium in the vicinity of the excavation. The obtained solution can be further developed in order to enable its practical application, especially under the conditions in which the behavior of the rock medium in the vicinity of the excavation well reflects the elastic-plastic model with a gentle drop in the strength of the rock material.
Źródło:
Advances in Science and Technology. Research Journal; 2019, 13, 2; 130-140
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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