141 research outputs found

    Standing AlfvΓ©n waves with m ? 1 in an axisymmetric magnetosphere excited by a stochastic source

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    International audienceIn the framework of an axisymmetric magnetospheric model, we have constructed a theory for broad-band standing AlfvΓ©n waves with large azimuthal wave number m Β» 1 excited by a stochastic source. External currents in the ionosphere are taken as the oscillation source. The source with statistical properties of "white noise" is considered at length. It is shown that such a source drives oscillations which also have the "white noise" properties. The spectrum of such oscillations for each harmonic of standing AlfvΓ©n waves has two maxima: near the poloidal and toroidal eigenfrequencies of the magnetic shell of the observation. In the case of a small attenuation in the ionosphere the maximum near the toroidal frequency is dominated, and the oscillations are nearly toroidally polarized. With a large attenuation, a maximum is dominant near the poloidal frequency, and the oscillations are nearly poloidally polarized

    Standing AlfvΓ©n waves with m ? 1 in an axisymmetric magnetosphere excited by a non-stationary source

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    International audienceAs a continuation of our earlier paper, we consider here the case of the excitation of standing AlfvΓ©n waves by a source of the type of sudden impulse. It is shown that, following excitation by such a source, a given magnetic shell will exhibit oscillations with a variable frequency which increases from the shell's poloidal to toroidal frequency. Simultaneously, the oscillations will also switch over from poloidally (radially) to toroidally (azimuthally) polarized. With a reasonably large attenuation, only the start of this process, the stage of poloidal oscillations, will be observed in the ionosphere

    The structure of standing AlfvΓ©n waves in a dipole magnetosphere with moving plasma

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    The structure and spectrum of standing Alfvén waves were theoretically investigated in a dipole magnetosphere with moving plasma. Plasma motion was simulated with its azimuthal rotation. The model's scope allowed for describing a transition from the inner plasmasphere at rest to the outer magnetosphere with convecting plasma and, through the magnetopause, to the moving plasma of the solar wind. Solutions were found to equations describing longitudinal and transverse (those formed, respectively, along field lines and across magnetic shells) structures of standing Alfvén waves with high azimuthal wave numbers <i>m</i>>>1. Spectra were constructed for a number of first harmonics of poloidal and toroidal standing Alfvén waves inside the magnetosphere. For charged particles with velocities greatly exceeding the velocity of the background plasma, an effective parallel wave component of the electric field appears in the region occupied by such waves. This results in structured high-energy-particle flows and in the appearance of multiband aurorae. The transverse structure of the standing Alfvén waves' basic harmonic was shown to be analogous to the structure of a discrete auroral arc

    The main peculiarities of the processes of the deformation and destruction of lunar soil

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    The main results of study of the physical and mechanical properties of lunar soil, obtained by laboratory study of samples returned from the moon by Luna 16 and Luna 20, as well as by operation of the self-propelled Lunokhod 1 and Lunokhod 2 on the surface of the moon, are analyzed in the report. All studies were carried out by single methods and by means of unified instruments, allowing a confident comparison of the results obtained. The investigations conducted allowed the following values of the main physical-mechanical properties of lunar soil to be determined: in the natural condition the solid density corresponds to the porosity of 0.8; the modal value of the carrying capacity is 0.4 kg/square cm; adhesion is 0.04 to 0.06 kg/square cm; and the internal angle of friction is 20 to 25 degree. The main mechanisms of deformation and destruction of the soil are analyzed in the report, and the relationships between the mechanical properties and physical parameters of the soil are presented

    НанофибробСтон: ΠΌΠ½ΠΎΠ³ΠΎΡƒΡ€ΠΎΠ²Π½Π΅Π²ΠΎΠ΅ Π°Ρ€ΠΌΠΈΡ€ΠΎΠ²Π°Π½ΠΈΠ΅

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    Concrete is the most commonly used building material worldwide. One of its main disadvantages is the fragility of fracture and low crack resistance. The use of dispersed reinforcement of concrete composites is a promising direction in solving this type of problem. Dispersed fibers, evenly distributed over the entire volume of the material, create a spatial frame and contribute to the inhibition of developing cracks under the action of destructive forces. In order to increase the fracture toughness of concrete, dispersed fiber reinforcement is increasingly used in practice. The beginning of crack nucleation occurs at the nanoscale in the cement matrix. Thus, the use of nano-reinforcement with dispersed nanofibers can have a positive effect on the crack resistance of the cement composite. It is proposed to consider carbon nanotubes as such nanofibers. The presence of carbon nanofibers changes the microstructure and nanostructure of cement modified with carbon nanotubes. The result of the processes occurring in capillaries and cracks are deformations in the intergranular matrix, the free flow of which is prevented by rigid clinker grains and nanocarbon tubes, which creates a certain stress intensity at the tips of the separation cracks. The working hypothesis is confirmed that the required fracture toughness of structural concrete is provided by multi-level reinforcement: at the level of the crystalline aggregate of cement stone – carbon nanotubes, and at the level of fine-grained concrete – various macro-sized fibers (steel, polymer). Reinforcement of a crystalline joint with carbon nanotubes leads to an increase in the fracture toughness of the matrix (cement stone) by 20 %, compressive strength by 12 %, and tensile strength in bending by 20 %. When reinforcing at the level of fine-grained concrete, we obtain a composite – nanofibre-reinforced concrete with fracture toughness.Π‘Π΅Ρ‚ΠΎΠ½ являСтся Π½Π°ΠΈΠ±ΠΎΠ»Π΅Π΅ распространСнным ΡΡ‚Ρ€ΠΎΠΈΡ‚Π΅Π»ΡŒΠ½Ρ‹ΠΌ ΠΌΠ°Ρ‚Π΅Ρ€ΠΈΠ°Π»ΠΎΠΌ Π²ΠΎ всСм ΠΌΠΈΡ€Π΅. ΠžΡΠ½ΠΎΠ²Π½Ρ‹ΠΌΠΈ Π΅Π³ΠΎ нСдостатками ΡΠ²Π»ΡΡŽΡ‚ΡΡ Ρ…Ρ€ΡƒΠΏΠΊΠΎΡΡ‚ΡŒ ΠΏΡ€ΠΈ растяТСнии ΠΈ низкая Ρ‚Ρ€Π΅Ρ‰ΠΈΠ½ΠΎΡΡ‚ΠΎΠΉΠΊΠΎΡΡ‚ΡŒ. ΠŸΡ€ΠΈΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ диспСрсного армирования Π±Π΅Ρ‚ΠΎΠ½Π½Ρ‹Ρ… ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡ‚ΠΎΠ² – пСрспСктивноС Π½Π°ΠΏΡ€Π°Π²Π»Π΅Π½ΠΈΠ΅ Π² Ρ€Π΅ΡˆΠ΅Π½ΠΈΠΈ Ρ‚Π°ΠΊΠΎΠ³ΠΎ Ρ€ΠΎΠ΄Π° Π·Π°Π΄Π°Ρ‡. ДиспСрсныС Π²ΠΎΠ»ΠΎΠΊΠ½Π°, Ρ€Π°Π²Π½ΠΎΠΌΠ΅Ρ€Π½ΠΎ распрСдСлСнныС ΠΏΠΎ всСму ΠΎΠ±ΡŠΠ΅ΠΌΡƒ ΠΌΠ°Ρ‚Π΅Ρ€ΠΈΠ°Π»Π°, ΡΠΎΠ·Π΄Π°ΡŽΡ‚ пространствСнный каркас ΠΈ ΡΠΏΠΎΡΠΎΠ±ΡΡ‚Π²ΡƒΡŽΡ‚ Ρ‚ΠΎΡ€ΠΌΠΎΠΆΠ΅Π½ΠΈΡŽ развития Ρ‚Ρ€Π΅Ρ‰ΠΈΠ½ ΠΏΠΎΠ΄ дСйствиСм Ρ€Π°Π·Ρ€ΡƒΡˆΠ°ΡŽΡ‰ΠΈΡ… сил. Для ΠΏΠΎΠ²Ρ‹ΡˆΠ΅Π½ΠΈΡ трСщиностойкости Π±Π΅Ρ‚ΠΎΠ½Π° Π½Π° ΠΏΡ€Π°ΠΊΡ‚ΠΈΠΊΠ΅ всС Ρ‡Π°Ρ‰Π΅ ΠΏΡ€ΠΈΠΌΠ΅Π½ΡΡŽΡ‚ Π°Ρ€ΠΌΠΈΡ€ΠΎΠ²Π°Π½ΠΈΠ΅ диспСрсными Π²ΠΎΠ»ΠΎΠΊΠ½Π°ΠΌΠΈ. Начало зароТдСния Ρ‚Ρ€Π΅Ρ‰ΠΈΠ½Ρ‹ происходит Π½Π° Π½Π°Π½ΠΎΡƒΡ€ΠΎΠ²Π½Π΅ Π² Ρ†Π΅ΠΌΠ΅Π½Ρ‚Π½ΠΎΠΉ ΠΌΠ°Ρ‚Ρ€ΠΈΡ†Π΅. Π’Π°ΠΊΠΈΠΌ ΠΎΠ±Ρ€Π°Π·ΠΎΠΌ, ΠΏΡ€ΠΈΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ наноармирования диспСрсными Π½Π°Π½ΠΎΠ²ΠΎΠ»ΠΎΠΊΠ½Π°ΠΌΠΈ ΠΌΠΎΠΆΠ΅Ρ‚ ΠΏΠΎΠ»ΠΎΠΆΠΈΡ‚Π΅Π»ΡŒΠ½ΠΎ ΡΠΊΠ°Π·Π°Ρ‚ΡŒΡΡ Π½Π° трСщиностойкости Ρ†Π΅ΠΌΠ΅Π½Ρ‚Π½ΠΎΠ³ΠΎ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡ‚Π°. Π’ качСствС Ρ‚Π°ΠΊΠΈΡ… Π½Π°Π½ΠΎΠ²ΠΎΠ»ΠΎΠΊΠΎΠ½ прСдлагаСтся Ρ€Π°ΡΡΠΌΠ°Ρ‚Ρ€ΠΈΠ²Π°Ρ‚ΡŒ ΡƒΠ³Π»Π΅Ρ€ΠΎΠ΄Π½Ρ‹Π΅ Π½Π°Π½ΠΎΡ‚Ρ€ΡƒΠ±ΠΊΠΈ. ΠŸΡ€ΠΈΡΡƒΡ‚ΡΡ‚Π²ΠΈΠ΅ ΡƒΠ³Π»Π΅Ρ€ΠΎΠ΄Π½Ρ‹Ρ… Π½Π°Π½ΠΎΠ²ΠΎΠ»ΠΎΠΊΠΎΠ½ измСняСт микроструктуру ΠΈ наноструктуру Ρ†Π΅ΠΌΠ΅Π½Ρ‚Π°, ΠΌΠΎΠ΄ΠΈΡ„ΠΈΡ†ΠΈΡ€ΠΎΠ²Π°Π½Π½ΠΎΠ³ΠΎ ΡƒΠ³Π»Π΅Ρ€ΠΎΠ΄Π½Ρ‹ΠΌΠΈ Π½Π°Π½ΠΎΡ‚Ρ€ΡƒΠ±ΠΊΠ°ΠΌΠΈ. Π Π΅Π·ΡƒΠ»ΡŒΡ‚Π°Ρ‚ΠΎΠΌ процСссов, происходящих Π² капиллярах ΠΈ Ρ‚Ρ€Π΅Ρ‰ΠΈΠ½Π°Ρ…, ΡΠ²Π»ΡΡŽΡ‚ΡΡΒ Π΄Π΅Ρ„ΠΎΡ€ΠΌΠ°Ρ†ΠΈΠΈ Π² ΠΌΠ΅ΠΆΠ·Π΅Ρ€Π½ΠΎΠ²ΠΎΠΉ ΠΌΠ°Ρ‚Ρ€ΠΈΡ†Π΅, свободному Ρ‚Π΅Ρ‡Π΅Π½ΠΈΡŽ ΠΊΠΎΡ‚ΠΎΡ€Ρ‹Ρ… ΠΏΡ€Π΅ΠΏΡΡ‚ΡΡ‚Π²ΡƒΡŽΡ‚ ТСсткиС Π·Π΅Ρ€Π½Π° ΠΊΠ»ΠΈΠ½ΠΊΠ΅Ρ€Π° ΠΈ Π½Π°Π½ΠΎΡƒΠ³Π»Π΅Ρ€ΠΎΠ΄Π½Ρ‹Π΅ Ρ‚Ρ€ΡƒΠ±ΠΊΠΈ, Ρ‡Ρ‚ΠΎ создаСт Π² Π²Π΅Ρ€ΡˆΠΈΠ½Π°Ρ… Ρ€Π°Π·Π΄Π΅Π»ΠΈΡ‚Π΅Π»ΡŒΠ½Ρ‹Ρ… Ρ‚Ρ€Π΅Ρ‰ΠΈΠ½ Π½Π΅ΠΊΠΎΡ‚ΠΎΡ€ΡƒΡŽ ΠΈΠ½Ρ‚Π΅Π½ΡΠΈΠ²Π½ΠΎΡΡ‚ΡŒ напряТСния. ΠŸΠΎΠ΄Ρ‚Π²Π΅Ρ€ΠΆΠ΄Π΅Π½Π° рабочая Π³ΠΈΠΏΠΎΡ‚Π΅Π·Π°, Ρ‡Ρ‚ΠΎ трСбуСмая Ρ‚Ρ€Π΅Ρ‰ΠΈΠ½ΠΎΡΡ‚ΠΎΠΉΠΊΠΎΡΡ‚ΡŒ конструкционного Π±Π΅Ρ‚ΠΎΠ½Π° обСспСчиваСтся ΠΌΠ½ΠΎΠ³ΠΎΡƒΡ€ΠΎΠ²Π½Π΅Π²Ρ‹ΠΌ Π°Ρ€ΠΌΠΈΡ€ΠΎΠ²Π°Π½ΠΈΠ΅ΠΌ: Π½Π° ΡƒΡ€ΠΎΠ²Π½Π΅ кристалличСского заполнитСля Ρ†Π΅ΠΌΠ΅Π½Ρ‚Π½ΠΎΠ³ΠΎ камня – ΡƒΠ³Π»Π΅Ρ€ΠΎΠ΄Π½Ρ‹ΠΌΠΈ Π½Π°Π½ΠΎΡ‚Ρ€ΡƒΠ±ΠΊΠ°ΠΌΠΈ, Π½Π° ΡƒΡ€ΠΎΠ²Π½Π΅ мСлкозСрнистого Π±Π΅Ρ‚ΠΎΠ½Π° – Ρ€Π°Π·Π»ΠΈΡ‡Π½Ρ‹ΠΌΠΈ Π²ΠΈΠ΄Π°ΠΌΠΈ ΠΌΠ°ΠΊΡ€ΠΎΡ€Π°Π·ΠΌΠ΅Ρ€Π½ΠΎΠΉ Ρ„ΠΈΠ±Ρ€Ρ‹ (ΡΡ‚Π°Π»ΡŒΠ½Ρ‹Π΅, ΠΏΠΎΠ»ΠΈΠΌΠ΅Ρ€Π½Ρ‹Π΅). АрмированиС ΡƒΠ³Π»Π΅Ρ€ΠΎΠ΄Π½Ρ‹ΠΌΠΈ Π½Π°Π½ΠΎΡ‚Ρ€ΡƒΠ±ΠΊΠ°ΠΌΠΈ кристалличСского сростка ΠΏΡ€ΠΈΠ²ΠΎΠ΄ΠΈΡ‚ ΠΊ ΠΏΠΎΠ²Ρ‹ΡˆΠ΅Π½ΠΈΡŽ показатСля вязкости Ρ€Π°Π·Ρ€ΡƒΡˆΠ΅Π½ΠΈΡ ΠΌΠ°Ρ‚Ρ€ΠΈΡ†Ρ‹ (Ρ†Π΅ΠΌΠ΅Π½Ρ‚Π½ΠΎΠ³ΠΎ камня) Π½Π° 20 %, прочности Π½Π° сТатиС Π½Π° 12 %, прочности Π½Π° растяТСниС ΠΏΡ€ΠΈ ΠΈΠ·Π³ΠΈΠ±Π΅ Π½Π° 20 %. ΠŸΡ€ΠΈ Π°Ρ€ΠΌΠΈΡ€ΠΎΠ²Π°Π½ΠΈΠΈ Π½Π° ΡƒΡ€ΠΎΠ²Π½Π΅ мСлкозСрнистого Π±Π΅Ρ‚ΠΎΠ½Π° ΠΏΠΎΠ»ΡƒΡ‡Π°Π΅ΠΌ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡ‚ – Π½Π°Π½ΠΎΡ„ΠΈΠ±Ρ€ΠΎΠ±Π΅Ρ‚ΠΎΠ½ с Π²ΡΠ·ΠΊΠΎΡΡ‚ΡŒΡŽ Ρ€Π°Π·Ρ€ΡƒΡˆΠ΅Π½ΠΈΡ

    GPS detection of the instantaneous response of the global ionosphere to strong magnetic storms with sudden commencement

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    Using a new technology for global GPS detection of ionospheric disturbances, GLOBDET, it has been established that a drastic increase in the time derivative of the magnetic field strength during magnetic storms is accompanied by an almost simultaneous decrease in mid-latitude total electron content on the entire dayside. The corresponding correlation coefficient is not below -0.8; the delay with respect to the time of a magnetic storm sudden commencement is about 3-10 min. This is most pronounced for magnetic storms with a well-marked sudden storm commencement. The sudden storm commencements presented in the paper were observed during the initial storm phase. The analysis reported here was made for a set of from 90 to 300 GPS stations for 10 days in 1998-2001 with a different level of geomagnetic activity (Dst from -6 nT to -295 nT, and K p from 0 to 9). The Β«simultaneousΒ» total electron content response for the events under consideration was 0.1-0.4 TECU, and the travel velocity of the disturbance from the dayside to the nightside was in the order of 10-20 km/s. Results obtained are consistent with earlier ionospheric parameter measurements obtained using high temporal resolution methods
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