4,724 research outputs found
Finite element modeling of the upsetting of an anisotropic cylindrical workpiece
Anisotropic material deformation is modeled with the application of the finite element method. Hill's yield criterion is used for simplified conditions of the upsetting process. The largest flow stress direction is determined to be parallel to all the three coordinate axes by turns. It is discovered that the base of the cylinder can take an oval shape when the flow stress directions of various values lie in the base plane. In this case, the smaller axis of the oval corresponds to the largest flow stress direction. When the flow stress directions of various values lie in the longitudinal section plane of the workpiece, its shape remains cylindrical. The deformation load is higher in this case. Β© 2017 Author(s)
Annihilation of edge dislocations in smectic A liquid crystals
This paper presents a theoretical study of the annihilation of edge dislocations in the same smectic plane in a bulk smectic-A phase. We use a time-dependent Landau-Ginzburg approach where the smectic ordering is described by the complex order parameter psi( r--> ,t) =eta e(iphi) . This quantity allows both the degree of layering and the position of the layers to be monitored. We are able to follow both precollision and postcollision regimes, and distinguish different early and late behaviors within these regimes. The early precollision regime is driven by changes in the phi ( r--> ) configuration. The relative velocity of the defects is approximately inversely proportional to the interdefect separation distance. In the late precollision regime the symmetry changes within the cores of defects also become influential. Following the defect collision, in the early postcollision stage, bulk layer order is approached exponentially in time. At very late times, however, there seems to be a long-time power-law tail in the order parameter fluctuation relaxation
Evaluating the flow stress of electrical steel under cold rolling in terms of the strain-rate hardening effect
The flow stress of the Fe+3%Si electrical steel under actual cold rolling conditions is evaluated on the basis of the approximation of the existing data on the work hardening and strain-rate hardening of this steel during cold tensile testing. It has been discovered that ductility is significant during electrical steel cold rolling and, besides, that its value is lower for large strains and strain rates than for low strains and strain rates. Β© 2016 Author(s)
Design of a socio-economic processes monitoring system based on network analysis and big data
Socio-economic policy should satisfy the interests of the society as much as possible and contribute to improving the quality of life. This actualizes the role of developing the theoretical and methodological foundations for building an innovative information system for monitoring the socio-economic situation and population responses.
The study built and tested an algorithm for supporting management decisions based on the collection of large data sets of socio-economic information based on the principles of the digital economy and processing them through network analysis.
The algorithm is focused on building a monitoring system that presupposes a synergy of the authorities and the society, not only in its pensionary part, but also among the masses, which are diverse in their representativeness.
The result of the study was the formation of a theoretical and methodological framework for creating a system for making management decisions and assessing the effectiveness of the activities of government bodies, based on the principles of reflection of the final beneficiaries of economic policy.peer-reviewe
The growth of the digital retail services market in a down economy: problems and prospects
Rapid developments of information technologies and transition to the digital national economy require consumers and business communities to reconsider their behavior patterns. In this case the past 2020 served as a digitization catalyst. The authors proceed with the research of the digital services market and its segments. In the framework of the study, of particular interest is the digital retail services market development in a down national economy in 2020, caused by the new Covid-19 coronavirus infection pandemic. Retail services market is a promising and the most important market segment, integrated into a weekly human life cycle providing goods on the B2C market. The aim of the research is to reveal trends in the digital retail services development in a down economy and to identify the priority areas for this digital market segment development in the medium term. The research objectives are to consider the development trends of online stores and the relevance of marketplaces and mobile applications in the conditions of changing consumer behavior patterns, to identify which prospects of retail development to target in the context of national digitization. The methodological basis of the research comprises analysis, grouping and comparison. The forced change in the consumer behavior patterns and the introduction of a number of restrictions for entrepreneurs have led to changes in the entire retail market landscape and a shift to the digital segment. Additionally, the business community has also changed. A number of retail businesses were forced to withdraw from the market as it was impossible to carryout their activities under new conditions
STRAIN CHARACTERISTICS OF SOILS AND THE METHODS OF THEIR DETERMINATIO
A method is proposed for determining the strain characteristics of soils under dynamic loads, based on the results of experiments on dynamic compression of soils in laboratory conditions on a device of dynamic loading and for solving a wave problem, the statement of which is identical to the statement of the experiment. With the proposed method, the dynamic and static compression moduli, the unloading modulus, the viscosity coefficient of loess soil in the range of seismic loads were determined in accordance with the elastic-viscoelastic soil model developed by G.M. Lyakhov
NbS: A unique quasi one-dimensional conductor with three charge density wave transitions
Through transport, compositional and structural studies, we review the
features of the charge-density wave (CDW) conductor of NbS (phase II). We
highlight three central results: 1) In addition to the previously reported CDW
transitions at = 360\,K and = 150\,K, another CDW transition
occurs at a much higher temperature = 620-650\,K; evidence for the
non-linear conductivity of this CDW is presented. 2) We show that CDW
associated with the - transition arises from S vacancies acting as
donors. Such a CDW transition has not been observed before. 3) We show
exceptional coherence of the -CDW at room-temperature. Additionally, we
report on the effects of uniaxial strain on the CDW transition temperatures and
transport.Comment: 16 pages, 18 figure
Detailed study of dissipative quantum dynamics of K-2 attached to helium nanodroplets
We thoroughly investigate vibrational quantum dynamics of dimers attached to
He droplets motivated by recent measurements with K-2 [1]. For those
femtosecond pump-probe experiments, crucial observed features are not
reproduced by gas phase calculations but agreement is found using a description
based on dissipative quantum dynamics, as briefly shown in [2]. Here we present
a detailed study of the influence of possible effects induced by the droplet.
The helium droplet causes electronic decoherence, shifts of potential surfaces,
and relaxation of wave packets in attached dimers. Moreover, a realistic
description of (stochastic) desorption of dimers off the droplet needs to be
taken into account. Step by step we include and study the importance of these
effects in our full quantum calculation. This allows us to reproduce and
explain all major experimental findings. We find that desorption is fast and
occurs already within 2-10 ps after electronic excitation. A further finding is
that slow vibrational motion in the ground state can be considered
frictionless.Comment: 17 pages, 5 figure
ΠΠΠ₯ΠΠΠΠΠ Π£ΠΠ ΠΠΠΠΠΠΠ― ΠΠΠΠΠΠΠ‘ΠΠΠΠ Π ΠΠ‘ΠΠΠΠ (ΠΠΠΠΠ ΠΠΠ’ΠΠ§ΠΠ‘ΠΠΠ ΠΠΠΠ₯ΠΠ)
The establishment of a flexible and dynamic bank risk management system is a crucial condition for a stable and profitable operation of banks. The risk management system of a commercial bank is understood both in the broad and narrow sense. In the broad sense, the banking risk management system is viewed upon as the following set of components: international risk management standards and adopting institutions; the state regulation of monetary relations including the monetary policy; the central bank activities; mechanisms of state supervision and control of the activities of lending institutions as well as other measures that may have a direct or an indirect impact on the state of the banking system. In the narrow sense, the risk management system means a system of regulation and supervision of the central bank activities based on federal laws, rules and regulations as well as organizational structures and risk management mechanisms used by commercial banks. The formal difference between the banking risk management mechanism and the risk management system is that the former has a particular object and management tools. The risk management mechanism consists of several levels: international, national and intra-bank. It includes the following interrelated elements: governance, risk management mechanism tools, information, resource, management object. Based on the research findings, the paper presents the structure of the bank risk management mechanism, describes its elements and defines the main objectives to be achieved with the management mechanism.Π€ΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ Π³ΠΈΠ±ΠΊΠΎΠΉ ΠΈ Π΄ΠΈΠ½Π°ΠΌΠΈΡΠ½ΠΎΠΉ ΡΠΈΡΡΠ΅ΠΌΡ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ Π±Π°Π½ΠΊΠΎΠ²ΡΠΊΠΈΠΌΠΈ ΡΠΈΡΠΊΠ°ΠΌΠΈ ΡΠ²Π»ΡΠ΅ΡΡΡ ΠΎΠ΄Π½ΠΈΠΌ ΠΈΠ· Π³Π»Π°Π²Π½Π΅ΠΉΡΠΈΡ
ΡΡΠ»ΠΎΠ²ΠΈΠΉ ΡΡΠ°Π±ΠΈΠ»ΡΠ½ΠΎΠ³ΠΎ ΠΈ ΠΏΡΠΈΠ±ΡΠ»ΡΠ½ΠΎΠ³ΠΎ ΡΡΠ½ΠΊΡΠΈΠΎΠ½ΠΈΡΠΎΠ²Π°Π½ΠΈΡ Π±Π°Π½ΠΊΠΎΠ². Π ΡΡΠ°ΡΡΠ΅ ΡΠΈΡΡΠ΅ΠΌΠ° ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ ΡΠΈΡΠΊΠ°ΠΌΠΈ Π² ΠΊΠΎΠΌΠΌΠ΅ΡΡΠ΅ΡΠΊΠΎΠΌ Π±Π°Π½ΠΊΠ΅ ΠΏΠΎΠ½ΠΈΠΌΠ°Π΅ΡΡΡ ΠΊΠ°ΠΊ Π² ΡΠΈΡΠΎΠΊΠΎΠΌ, ΡΠ°ΠΊ ΠΈ ΡΠ·ΠΊΠΎΠΌ ΡΠΌΡΡΠ»Π΅. Π ΡΠΈΡΠΎΠΊΠΎΠΌ ΡΠΌΡΡΠ»Π΅ ΠΏΠΎΠ΄ ΡΠΈΡΡΠ΅ΠΌΠΎΠΉ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ Π±Π°Π½ΠΊΠΎΠ²ΡΠΊΠΈΠΌΠΈ ΡΠΈΡΠΊΠ°ΠΌΠΈ ΠΏΠΎΠ½ΠΈΠΌΠ°Π΅ΡΡΡ ΡΠ»Π΅Π΄ΡΡΡΠ°Ρ ΡΠΎΠ²ΠΎΠΊΡΠΏΠ½ΠΎΡΡΡ ΡΠ»Π΅ΠΌΠ΅Π½ΡΠΎΠ²: ΠΌΠ΅ΠΆΠ΄ΡΠ½Π°ΡΠΎΠ΄Π½ΡΠ΅ ΡΡΠ°Π½Π΄Π°ΡΡΡ ΠΏΠΎ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ ΡΠΈΡΠΊΠ°ΠΌΠΈ ΠΈ ΠΎΡΠ³Π°Π½ΠΈΠ·Π°ΡΠΈΠΈ, ΠΈΡ
ΠΏΡΠΈΠ½ΠΈΠΌΠ°ΡΡΠΈΠ΅, Π³ΠΎΡΡΠ΄Π°ΡΡΡΠ²Π΅Π½Π½ΠΎΠ΅ ΡΠ΅Π³ΡΠ»ΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ Π΄Π΅Π½Π΅ΠΆΠ½ΠΎ-ΠΊΡΠ΅Π΄ΠΈΡΠ½ΡΡ
ΠΎΡΠ½ΠΎΡΠ΅Π½ΠΈΠΉ, Π²ΠΊΠ»ΡΡΠ°Ρ Π΄Π΅Π½Π΅ΠΆΠ½ΠΎ-ΠΊΡΠ΅Π΄ΠΈΡΠ½ΡΡ ΠΏΠΎΠ»ΠΈΡΠΈΠΊΡ, Π΄Π΅ΡΡΠ΅Π»ΡΠ½ΠΎΡΡΡ Π¦Π΅Π½ΡΡΠ°Π»ΡΠ½ΠΎΠ³ΠΎ Π±Π°Π½ΠΊΠ°, ΠΌΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌΡ Π³ΠΎΡΡΠ΄Π°ΡΡΡΠ²Π΅Π½Π½ΠΎΠ³ΠΎ Π½Π°Π΄Π·ΠΎΡΠ° ΠΈ ΡΠ΅Π³ΡΠ»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ Π·Π° Π΄Π΅ΡΡΠ΅Π»ΡΠ½ΠΎΡΡΡΡ ΠΊΡΠ΅Π΄ΠΈΡΠ½ΡΡ
ΠΎΡΠ³Π°Π½ΠΈΠ·Π°ΡΠΈΠΉ, Π° ΡΠ°ΠΊΠΆΠ΅ ΠΈΠ½ΡΠ΅ ΠΌΠ΅ΡΡ, ΠΊΠΎΡΠΎΡΡΠ΅ ΠΏΡΡΠΌΠΎ ΠΈΠ»ΠΈ ΠΊΠΎΡΠ²Π΅Π½Π½ΠΎ ΠΌΠΎΠ³ΡΡ ΠΏΠΎΠ²Π»ΠΈΡΡΡ Π½Π° ΡΠΎΡΡΠΎΡΠ½ΠΈΠ΅ Π±Π°Π½ΠΊΠΎΠ²ΡΠΊΠΎΠΉ ΡΠΈΡΡΠ΅ΠΌΡ. Π ΡΠ·ΠΊΠΎΠΌ ΡΠΌΡΡΠ»Π΅ ΠΏΠΎΠ΄ ΡΠΈΡΡΠ΅ΠΌΠΎΠΉ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ ΡΠΈΡΠΊΠ°ΠΌΠΈ ΠΏΠΎΠ½ΠΈΠΌΠ°Π΅ΡΡΡ ΡΠΈΡΡΠ΅ΠΌΠ° ΡΠ΅Π³ΡΠ»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΈ Π½Π°Π΄Π·ΠΎΡΠ° Π·Π° Π±Π°Π½ΠΊΠΎΠ²ΡΠΊΠΎΠΉ Π΄Π΅ΡΡΠ΅Π»ΡΠ½ΠΎΡΡΡΡ Π¦Π΅Π½ΡΡΠ°Π»ΡΠ½ΠΎΠ³ΠΎ Π±Π°Π½ΠΊΠ° Π½Π° ΠΎΡΠ½ΠΎΠ²Π΅ ΡΠ΅Π΄Π΅ΡΠ°Π»ΡΠ½ΡΡ
Π·Π°ΠΊΠΎΠ½ΠΎΠ², Π½ΠΎΡΠΌΠ°ΡΠΈΠ²ΠΎΠ² ΠΈ ΠΏΠΎΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½ΠΈΠΉ, Π° ΡΠ°ΠΊΠΆΠ΅ ΠΎΡΠ³Π°Π½ΠΈΠ·Π°ΡΠΈΠΎΠ½Π½ΡΠ΅ ΡΡΡΡΠΊΡΡΡΡ ΠΈ ΠΌΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌΡ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ ΡΠΈΡΠΊΠ°ΠΌΠΈ Π² ΠΊΠΎΠΌΠΌΠ΅ΡΡΠ΅ΡΠΊΠΈΡ
Π±Π°Π½ΠΊΠ°Ρ
. Π€ΠΎΡΠΌΠ°Π»ΡΠ½ΡΠΌ ΠΎΡΠ»ΠΈΡΠΈΠ΅ΠΌ ΠΌΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌΠ° ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ Π±Π°Π½ΠΊΠΎΠ²ΡΠΊΠΈΠΌΠΈ ΡΠΈΡΠΊΠ°ΠΌΠΈ ΠΎΡ ΡΠΈΡΡΠ΅ΠΌΡ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ ΡΠΈΡΠΊΠ°ΠΌΠΈ Π·Π°ΠΊΠ»ΡΡΠ°Π΅ΡΡΡ Π² Π½Π°Π»ΠΈΡΠΈΠΈ ΠΊΠΎΠ½ΠΊΡΠ΅ΡΠ½ΠΎΠ³ΠΎ ΠΎΠ±ΡΠ΅ΠΊΡΠ° ΠΈ ΠΈΠ½ΡΡΡΡΠΌΠ΅Π½ΡΠ°ΡΠΈΡ Π΄Π»Ρ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ. ΠΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ ΡΠΈΡΠΊΠ°ΠΌΠΈ ΡΠΎΡΡΠΎΠΈΡ ΠΈΠ· Π½Π΅ΡΠΊΠΎΠ»ΡΠΊΠΈΡ
ΡΡΠΎΠ²Π½Π΅ΠΉ: ΠΌΠ΅ΠΆΠ΄ΡΠ½Π°ΡΠΎΠ΄Π½ΠΎΠ³ΠΎ, Π½Π°ΡΠΈΠΎΠ½Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΠΈ Π²Π½ΡΡΡΠΈΠ±Π°Π½ΠΊΠΎΠ²ΡΠΊΠΎΠ³ΠΎ. ΠΠΊΠ»ΡΡΠ°Π΅Ρ ΡΠ»Π΅Π΄ΡΡΡΠΈΠ΅ Π²Π·Π°ΠΈΠΌΠΎΡΠ²ΡΠ·Π°Π½Π½ΡΠ΅ ΡΠ»Π΅ΠΌΠ΅Π½ΡΡ: ΡΠΏΡΠ°Π²Π»Π΅Π½ΡΠ΅ΡΠΊΠΈΠ΅, ΠΈΠ½ΡΡΡΡΠΌΠ΅Π½ΡΠ°ΡΠΈΠΉ ΠΌΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌΠ° ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ ΡΠΈΡΠΊΠ°ΠΌΠΈ, ΠΈΠ½ΡΠΎΡΠΌΠ°ΡΠΈΠΎΠ½Π½ΡΠ΅, ΡΠ΅ΡΡΡΡΠ½ΡΠ΅, ΠΎΠ±ΡΠ΅ΠΊΡ ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ. Π ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΠ΅ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ Π² ΡΡΠ°ΡΡΠ΅ ΠΏΡΠ΅Π΄ΡΡΠ°Π²Π»Π΅Π½Π° ΡΡΡΡΠΊΡΡΡΠ° ΠΌΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌΠ° ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ Π±Π°Π½ΠΊΠΎΠ²ΡΠΊΠΈΠΌΠΈ ΡΠΈΡΠΊΠ°ΠΌΠΈ, Π΄Π°Π½Π° Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠ° Π΅Π³ΠΎ ΡΠ»Π΅ΠΌΠ΅Π½ΡΠΎΠ², ΠΎΠΏΡΠ΅Π΄Π΅Π»Π΅Π½Ρ Π³Π»Π°Π²Π½ΡΠ΅ Π·Π°Π΄Π°ΡΠΈ ΠΌΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌΠ° ΡΠΏΡΠ°Π²Π»Π΅Π½ΠΈΡ
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