46 research outputs found
Test of Einstein Equivalence Principle for 0-spin and half-integer-spin atoms: Search for spin-gravity coupling effects
We report on a conceptually new test of the equivalence principle performed
by measuring the acceleration in Earth's gravity field of two isotopes of
strontium atoms, namely, the bosonic Sr isotope which has no spin vs the
fermionic Sr isotope which has a half-integer spin. The effect of
gravity upon the two atomic species has been probed by means of a precision
differential measurement of the Bloch frequency for the two atomic matter waves
in a vertical optical lattice. We obtain the values for the E\"otv\"os parameter and
for the coupling between nuclear spin and gravity.
This is the first reported experimental test of the equivalence principle for
bosonic and fermionic particles and opens a new way to the search for the
predicted spin-gravity coupling effects.Comment: 5 pages, 4 figures. New spin-gravtity coupling analysis on the data
added to the manuscrip
Generation and Structure of Solitary Rossby Vortices in Rotating Fluids
The formation of zonal flows and vortices in the generalized
Charney-Hasegawa-Mima equation is studied. We focus on the regime when the size
of structures is comparable to or larger than the deformation (Rossby) radius.
Numerical simulations show the formation of anticyclonic vortices in unstable
shear flows and ring-like vortices with quiescent cores and vorticity
concentrated in a ring. Physical mechanisms that lead to these phenomena and
their relevance to turbulence in planetary atmospheres are discussed.Comment: 3 pages in REVTeX, 5 postscript figures separately, submitted to
Phys. Rev.
Optical frequency fiber dissemination at 10^−19 uncertainty level in Italy
We describe the realization of a coherent optical fiber link for the metrological frequency dissemination on the national scale. This infrastructure will improve the frequency references used in radio-astronomy and in atomic physics and will benefit several laboratories in Italy involved in high resolution spectroscopy, matter physics and radioastronomy. The present infrastructure will be part of a forthcoming European network of optical links. This paper describes the haul implementation, the characterization and the future applications of this backbone. Β© 2014 AEIT
Development of a transportable laser cooled strontium source for future applications in Space
Vortex merger near a topographic slope in a homogeneous rotating fluid
This work is a contribution to the PHYSINDIEN research program. It was supported by CNRS-RFBR contract PRC 1069/16-55-150001.The effect of a bottom slope on the merger of two identical Rankine vortices is investigated in a two dimensional, quasi-geostrophic, incompressible fluid. When two cyclones initially lie parallel to the slope, and more than two vortex diameters away from the slope, the critical merger distance is unchanged. When the cyclones are closer to the slope, they can merge at larger distances, but they lose more mass into filaments, thus weakening the efficiency of merger. Several effects account for this: the topographic Rossby wave advects the cyclones, reduces their mutual distance and deforms them. This along shelf wave breaks into filaments and into secondary vortices which shear out the initial cyclones. The global motion of fluid towards the shallow domain and the erosion of the two cyclones are confirmed by the evolution of particles seeded both in the cyclone sand near the topographic slope. The addition of tracer to the flow indicates that diffusion is ballistic at early times. For two anticyclones, merger is also facilitated because one vortex is ejected offshore towards the other, via coupling with a topographic cyclone. Again two anticyclones can merge at large distance but they are eroded in the process. Finally, for taller topographies, the critical merger distance is again increased and the topographic influence can scatter or completely erode one of the two initial cyclones. Conclusions are drawn on possible improvements of the model configuration for an application to the ocean.PostprintPeer reviewe
Complex Analysis of the Strength of Semi-Submersible Drilling Platform Structures
This paper presents the results of experimental and model strength analysis (by finite elements method, FEM) for water drilling platform structures. The validity of this analysis is supported by some examples
ΠΡΡΠΈ ΠΏΠΎΠ²ΡΡΠ΅Π½ΠΈΡ ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΠΈ ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎΠ³ΠΎ Π°Π½Π°Π»ΠΈΠ·Π° ΠΊΠΎΡΠΏΡΡΠΎΠ² ΡΡΠ΄ΠΎΠ² Ρ ΠΏΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ΠΌ ΠΏΡΠΎΡΡΡΠ°Π½ΡΡΠ²Π΅Π½Π½ΡΡ ΠΊΠΎΠ½Π΅ΡΠ½ΠΎ-ΡΠ»Π΅ΠΌΠ΅Π½ΡΠ½ΡΡ ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ // Three-dimensional finite-element models for more efficient hull design
Abstract:
ΠΠ±ΡΠ΅ΠΊΡ ΠΈ ΡΠ΅Π»Ρ Π½Π°ΡΡΠ½ΠΎΠΉ ΡΠ°Π±ΠΎΡΡ. Π Π°ΡΡΠΌΠ°ΡΡΠΈΠ²Π°ΡΡΡΡ ΡΠ°ΡΡΠ΅ΡΠ½ΡΠ΅ ΠΌΠΎΠ΄Π΅Π»ΠΈ ΡΡΠ΄ΠΎΠ²ΡΡ
ΠΊΠΎΡΠΏΡΡΠ½ΡΡ
ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠΉ, ΡΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½Π½ΡΠ΅ ΠΏΠΎ ΠΌΠ΅ΡΠΎΠ΄Ρ ΠΊΠΎΠ½Π΅ΡΠ½ΡΡ
ΡΠ»Π΅ΠΌΠ΅Π½ΡΠΎΠ² (ΠΠ) ΠΈ ΠΏΡΠ΅Π΄Π½Π°Π·Π½Π°ΡΠ΅Π½Π½ΡΠ΅ Π΄Π»Ρ ΡΠ΅ΡΠ΅Π½ΠΈΡ Π·Π°Π΄Π°Ρ ΠΏΠΎΠ΄Π΄Π΅ΡΠΆΠΊΠΈ ΠΆΠΈΠ·Π½Π΅Π½Π½ΠΎΠ³ΠΎ ΡΠΈΠΊΠ»Π°. ΠΠΎΠ»ΡΡΠΎΠΉ ΠΏΠΎΡΡΠ΄ΠΎΠΊ ΡΠ°Π·ΡΠ΅ΡΠ°ΡΡΠΈΡ
ΡΠΈΡΡΠ΅ΠΌ ΡΡΠ°Π²Π½Π΅Π½ΠΈΠΉ Π°ΠΊΡΡΠ°Π»ΠΈΠ·ΠΈΡΡΠ΅Ρ ΠΏΡΠΎΠ±Π»Π΅ΠΌΡ ΠΏΠΎΠ²ΡΡΠ΅Π½ΠΈΡ ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΠΈ ΡΠ°ΡΡΠ΅ΡΠ°.
ΠΠ½Π°Π»ΠΈΠ·ΠΈΡΡΡΡΡΡ ΠΏΠΎΠ΄Ρ
ΠΎΠ΄Ρ ΠΊ ΡΠ΅ΡΠ΅Π½ΠΈΡ ΡΠΊΠ°Π·Π°Π½Π½ΠΎΠΉ ΠΏΡΠΎΠ±Π»Π΅ΠΌΡ. ΠΡΠΈΠ²ΠΎΠ΄ΡΡΡΡ ΠΏΡΠΈΠΌΠ΅ΡΡ ΡΠ°ΡΡΠ΅ΡΠ½ΠΎΠ³ΠΎ Π°Π½Π°Π»ΠΈΠ·Π° Π½Π°ΠΏΡΡΠΆΠ΅Π½Π½ΠΎΠ³ΠΎ ΡΠΎΡΡΠΎΡΠ½ΠΈΡ ΡΠ΅Π°Π»ΡΠ½ΠΎΠ³ΠΎ ΠΊΠΎΡΠΏΡΡΠ° ΡΡΠ΄Π½Π°, Π½Π°Ρ
ΠΎΠ΄ΡΡΠ΅Π³ΠΎΡΡ Π² ΡΡΠ»ΠΎΠ²ΠΈΡΡ
Π΄Π»ΠΈΡΠ΅Π»ΡΠ½ΠΎΠΉ ΡΠΊΡΠΏΠ»ΡΠ°ΡΠ°ΡΠΈΠΈ.
ΠΠ°ΡΠ΅ΡΠΈΠ°Π»Ρ ΠΈ ΠΌΠ΅ΡΠΎΠ΄Ρ. ΠΠΎΠ²ΡΡΠ΅Π½ΠΈΠ΅ ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΠΈ ΡΠ°ΡΡΠ΅ΡΠ° ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠΈ ΠΊΠΎΡΠΏΡΡΠ° ΡΡΠ΄Π½Π° ΠΎΠ±Π΅ΡΠΏΠ΅ΡΠΈΠ²Π°Π΅ΡΡΡ ΠΏΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ΠΌ ΠΌΠ΅ΡΠΎΠ΄Π° ΡΡΡΡΠΊΡΡΡΠΈΠ·Π°ΡΠΈΠΈ. ΠΡΠΈ ΡΡΠΎΠΌ ΡΠ΅Π°Π»ΠΈΠ·ΡΠ΅ΡΡΡ ΡΠΈΡΡΠ΅ΠΌΠ½ΡΠΉ ΠΏΠΎΠ΄Ρ
ΠΎΠ΄ ΠΊ ΡΠ°ΡΡΠ΅ΡΠ½ΡΠΌ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡΠΌ Π±ΠΎΠ»ΡΡΠΈΡ
ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠΈΡΡΠ΅ΠΌ, Π°Π»Π³ΠΎΡΠΈΡΠΌΠΈΡΠ΅ΡΠΊΠΎΠΉ ΠΎΡΠ½ΠΎΠ²ΠΎΠΉ ΠΊΠΎΡΠΎΡΠΎΠ³ΠΎ ΡΠ»ΡΠΆΠ°Ρ ΠΌΠ΅ΡΠΎΠ΄Ρ ΠΏΠΎΠ΄ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠΉ (Substructures) ΠΈ ΡΡΠΏΠ΅ΡΡΠ»Π΅ΠΌΠ΅Π½ΡΠΎΠ² (Super Elements), ΠΈΠ·Π»ΠΎΠΆΠ΅Π½Π½ΡΠ΅ Π² ΡΠ°Π±ΠΎΡΠ°Ρ
ΠΡΠΆΠ΅ΠΌΠ΅Π½ΠΈΡΠΊΠΎΠ³ΠΎ (Przemienitcki), ΠΡΠ³ΠΈΡΠΈΡΠ° (Argiris), ΠΠ΅ΠΉΡΠ½Π΅ΡΠ° (Meissner) ΠΈ ΡΡΠ΄Π° Π΄ΡΡΠ³ΠΈΡ
ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°ΡΠ΅Π»Π΅ΠΉ. ΠΠ΅ΡΠΎΠ΄ ΡΡΡΡΠΊΡΡΡΠΈΠ·Π°ΡΠΈΠΈ ΠΏΠΎΠ·Π²ΠΎΠ»ΡΠ΅Ρ ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎ ΠΌΠΎΠ±ΠΈΠ»ΠΈΠ·ΠΎΠ²Π°ΡΡ ΠΊΠΎΠ»Π»Π΅ΠΊΡΠΈΠ²Π½ΡΠ΅ ΡΡΠΈΠ»ΠΈΡ ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠΎΠ². ΠΠ°ΠΆΠ΄ΡΠΉ ΠΈΠ· Π½ΠΈΡ
ΠΌΠΎΠΆΠ΅Ρ Π½Π΅ ΡΠΎΠ»ΡΠΊΠΎ ΡΡΠΎΡΠΌΠΈΡΠΎΠ²Π°ΡΡ ΠΌΠΎΠ΄Π΅Π»Ρ ΠΏΠΎΠ΄ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠΈ, Π½ΠΎ ΠΈ ΠΎΡΡΡΠ΅ΡΡΠ²ΠΈΡΡ Π΅Π΅ Π°Π½Π°Π»ΠΈΠ· ΠΈ ΠΊΠΎΠ½ΡΡΡΡΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ Ρ ΡΡΠ΅ΡΠΎΠΌ ΡΠΌΠ΅ΠΆΠ½ΡΡ
ΠΏΠΎΠ΄ΡΠΈΡΡΠ΅ΠΌ Π±Π΅Π· ΠΏΠ΅ΡΠ΅ΡΡΠ΅ΡΠ° ΡΠΈΡΡΠ΅ΠΌΡ Π² ΡΠ΅Π»ΠΎΠΌ. ΠΠΎΠΌΠΏΠ»Π΅ΠΊΡΠ½ΡΠ΅ ΡΠ°ΡΡΠ΅ΡΠ½ΡΠ΅ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ ΠΏΡΠΎΡΠ½ΠΎΡΡΠΈ ΠΈ ΡΡΡΠΎΠΉΡΠΈΠ²ΠΎΡΡΠΈ Π²ΡΠ΄Π΅Π»Π΅Π½Π½ΡΡ
ΡΡΠ°Π³ΠΌΠ΅Π½ΡΠΎΠ² Π²ΡΠΏΠΎΠ»Π½ΡΡΡΡΡ Ρ ΡΠΎΡΠ½ΡΠΌΠΈ Π³ΡΠ°Π½ΠΈΡΠ½ΡΠΌΠΈ ΡΡΠ»ΠΎΠ²ΠΈΡΠΌΠΈ ΠΈ ΡΠ°Π·Π»ΠΈΡΠ½ΡΠΌΠΈ ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠ²Π½ΡΠΌΠΈ ΡΡ
Π΅ΠΌΠ°ΠΌΠΈ.
ΠΡΠ½ΠΎΠ²Π½ΡΠ΅ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ. ΠΠΎΠ»ΡΡΠ΅Π½Ρ ΠΎΠ±ΠΎΠ±ΡΠ΅Π½Π½ΡΠ΅ Π³ΡΠ°Π½ΠΈΡΠ½ΡΠ΅ ΡΡΠ»ΠΎΠ²ΠΈΡ Π΄Π»Ρ ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠ²Π½ΡΡ
ΠΎΡΡΠ΅ΠΊΠΎΠ² ΠΊΠΎΡΠΏΡΡΠ° ΡΡΠ΄Π½Π°, ΠΏΠΎΠ·Π²ΠΎΠ»ΡΡΡΠΈΠ΅ ΠΎΡΠ΅Π½ΠΈΡΡ ΠΈΡ
Π½Π°ΠΏΡΡΠΆΠ΅Π½Π½ΠΎ- Π΄Π΅ΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠ΅ ΡΠΎΡΡΠΎΡΠ½ΠΈΠ΅ (ΠΠΠ‘) Π² Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΠΈ ΠΎΡ ΡΡΠ΄Π° ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠ²Π½ΠΎ-ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠ°ΠΊΡΠΎΡΠΎΠ². ΠΠ°Π½Π° ΡΠ°ΡΡΠ΅ΡΠ½Π°Ρ ΠΏΡΠΎΠ³Π½ΠΎΠ·Π½Π°Ρ ΠΎΡΠ΅Π½ΠΊΠ° Π²Π»ΠΈΡΠ½ΠΈΡ ΠΈΠ·Π½ΠΎΡΠΎΠ² ΡΠ²ΡΠ·Π΅ΠΉ Π½Π° ΠΠΠ‘ ΠΊΠΎΡΠΏΡΡΠ° ΡΡΠ΄Π½Π° Π² ΡΠ°Π·Π»ΠΈΡΠ½ΡΠ΅ ΠΏΠ΅ΡΠΈΠΎΠ΄Ρ Π΅Π³ΠΎ ΡΠΊΡΠΏΠ»ΡΠ°ΡΠ°ΡΠΈΠΈ. ΠΡΠΈΠ²ΠΎΠ΄ΠΈΡΡΡ ΠΎΡΠ΅Π½ΠΊΠ° Π²Π»ΠΈΡΠ½ΠΈΡ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΡ
Π΅ΠΌ ΡΠ΅ΠΌΠΎΠ½ΡΠ° ΠΊΠΎΡΠΏΡΡΠ° ΠΌΠ΅ΡΠΎΠ΄ΠΎΠΌ Π·Π°ΠΌΠ΅Π½Ρ Π½Π° ΡΡΡΠΎΠΉΡΠΈΠ²ΠΎΡΡΡ ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠΈ Π½Π°Π΄ΡΡΡΠΎΠΉΠΊΠΈ ΡΡΠ΄Π½Π°.
ΠΠ°ΠΊΠ»ΡΡΠ΅Π½ΠΈΠ΅. ΠΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½Π½ΡΠ΅ ΠΏΠΎΠ΄Ρ
ΠΎΠ΄Ρ ΠΎΠ±Π΅ΡΠΏΠ΅ΡΠΈΠ²Π°ΡΡ ΠΏΠΎΠ»Π½ΠΎΡΡ, ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΡ ΠΈ ΠΊΠΎΠΌΠΏΠ»Π΅ΠΊΡΠ½ΠΎΡΡΡ ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎΠ³ΠΎ Π°Π½Π°Π»ΠΈΠ·Π° ΡΡΠ΄ΠΎΠ²ΠΎΠ³ΠΎ ΠΊΠΎΡΠΏΡΡΠ° ΠΊΠ°ΠΊ Π±ΠΎΠ»ΡΡΠΎΠΉ ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΎΠΉ ΡΠΈΡΡΠ΅ΠΌΡ. ΠΠ½ΠΈ ΠΏΠΎΠ·Π²ΠΎΠ»ΡΡΡ ΡΡΡΠ΅ΡΡΠ²Π΅Π½Π½ΠΎ ΡΠΎΠΊΡΠ°ΡΠΈΡΡ ΠΎΠ±ΡΠ΅Π΅ ΡΠ°ΡΡΠ΅ΡΠ½ΠΎΠ΅ Π²ΡΠ΅ΠΌΡ, ΡΠΌΠ΅Π½ΡΡΠΈΡΡ ΡΡΡΠ΄ΠΎΠ΅ΠΌΠΊΠΎΡΡΡ ΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΈ Π°Π½Π°Π»ΠΈΠ·Π° ΡΠ°ΡΡΠ΅ΡΠ½ΡΡ
ΠΠ-ΠΌΠΎΠ΄Π΅Π»Π΅ΠΉ ΡΡΠ΄ΠΎΠ²ΡΡ
ΠΊΠΎΡΠΏΡΡΠΎΠ², Π° ΡΠ°ΠΊΠΆΠ΅ ΠΏΠΎΠ²ΡΡΠΈΡΡ ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΡΡΡ ΠΊΠΎΠ»Π»Π΅ΠΊΡΠΈΠ²Π½ΠΎΠΉ ΡΠ°Π±ΠΎΡΡ ΡΠΏΠ΅ΡΠΈΠ°Π»ΠΈΡΡΠΎΠ², Π·Π°Π½ΠΈΠΌΠ°ΡΡΠΈΡ
ΡΡ ΠΏΡΠΎΠ΅ΠΊΡΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ΠΌ, ΡΠΊΡΠΏΠ»ΡΠ°ΡΠ°ΡΠΈΠ΅ΠΉ ΠΈ ΡΠ΅ΠΌΠΎΠ½ΡΠΎΠΌ ΡΡΠ΄ΠΎΠ²ΡΡ
ΠΊΠΎΡΠΏΡΡΠ½ΡΡ
ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠΉ. ΠΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½Π½ΡΠ΅ ΠΏΠΎΠ΄Ρ
ΠΎΠ΄Ρ ΠΌΠΎΠΆΠ½ΠΎ ΡΠ΅ΠΊΠΎΠΌΠ΅Π½Π΄ΠΎΠ²Π°ΡΡ ΠΊ ΠΏΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΡ Π΄Π»Ρ ΡΠ΅ΡΠ΅Π½ΠΈΡ ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΡΡ
Π·Π°Π΄Π°Ρ ΠΏΠΎΠ΄Π΄Π΅ΡΠΆΠΊΠΈ ΠΆΠΈΠ·Π½Π΅Π½Π½ΠΎΠ³ΠΎ ΡΠΈΠΊΠ»Π° ΠΎΠ±ΡΠ΅ΠΊΡΠΎΠ² ΠΌΠΎΡΡΠΊΠΎΠΉ ΡΠ΅Ρ
Π½ΠΈΠΊΠΈ.
Object and purpose of research. This paper discusses FE models of hull structures for lifecycle support applications involving highly complex equation systems, which makes calculation efficiency an urgent and relevant challenge. The paper contains several case studies of hull stress calculation for a ship in long-term service.
Materials and methods. The efficiency of hull analysis is improved by the method of structurization implementing a system approach to the calculations of large mechanical systems. The algorithms of this approach are based on the methods of substructures and superelements suggested by Przemienitcki, Argiris, Meissner and a number of other researchers. Structurization methods enables efficient coordination of engineering efforts, when each expert can not only generate a model of substructure, but also analyse and engineer it with consideration of neighbouring subsystems and without the necessity to recalculate the system as a whole. Comprehensive strength and stability calculations for given fragments are performed with accurate boundary conditions and various design layouts.
Main results. Generalized boundary conditions for hull compartments yielded by this study made it possible to estimate their stress-strain state depending on a number of design and technological factors, as well as to predict structural wear effect upon hull stresses and strains at different stages of service life. The study also estimated the effect of various superstructure replacement techniques during ship repair upon structural stability of hull.
Conclusion. The approaches suggested in this paper offer comprehensive, efficient and integrated analysis of hull as large mechanical system, considerably reducing the total time of calculations and man-hours required to generate and analyse FE-based hull models, as well as making the collective efforts of hull design, operation and repair experts more coordinated and efficient. These approaches may be recommended for life cycle support applications in marine industry