923 research outputs found
ΠΡΠΎΠ±Π΅Π½Π½ΠΎΡΡΠΈ ΠΊΠΎΠ½ΡΠ°ΠΊΡΠ½ΠΎΠ³ΠΎ ΡΠ°Π·ΡΡΡΠ΅Π½ΠΈΡ Π»ΡΠ΄Π°
The formation of an intermediate layer under hydrostatic compression at a shear appearing due to the action of converging and diverging fronts of stress momentums (pulses) is considered. Continuous monitoring of deformational changes in the structure of ice was carried out using acoustic methods. The features of contact ice breaking in the diverging fronts of stress pulses are considered by the example of the slow impact of a rigid spherical indenter on an ice plate simulating half-space. Using the piezoelectric accelerometer, an oscillogram of the impact was recorded and a generalized dependence of the reduced stress on the reduced instantaneous velocity of the impact (semi-cubic parabola) was obtained. It is established that under conditions of the experiment (smooth convex indenter surface and icy half-space) a thin intermediate layer is formed, the properties of which determine the physical similarity in the family of curves Β«instantaneous force-instantaneous velocityΒ». AΒ rheological model with due regard for the change in the microstructure of ice during the impact is proposed. Quantitative determinations of the deformation changes in structure of solid ice samples were performed under intensive plastic deformation in a matrix with a profile similar to the Laval nozzle. The deformations created by the piston caused forced vibrations in the ice. The working surface of the piston in the form of an ellipsoid together with the smooth walls of the matrix and the reverse cone created conditions for parametric resonance and the formation of fronts of highfrequency stress pulses. Under influence of these pulses, zones with a superplastic fine-crystalline structure of ice (cumulative effect) were formed in ice. In the outlet cylindrical channel, a flow around an obstacle of the ice with the structure of an intermediate layer (dynamic viscosity 20Β MPaΒ s) and the distribution of velocities of motion over the channel cross section were studied. The obtained results can be used to simulate the processes of contact destruction of deep rocks by a support or an ice-resistant platform loaded with an ice field.ΠΡΠΎΠ°Π½Π°Π»ΠΈΠ·ΠΈΡΠΎΠ²Π°Π½Ρ Π·Π°ΠΊΠΎΠ½ΠΎΠΌΠ΅ΡΠ½ΠΎΡΡΠΈ ΡΠ²ΠΎΠ»ΡΡΠΈΠΈ ΡΡΡΡΠΊΡΡΡΡ ΠΏΡΠ΅ΡΠ½ΠΎΠ²ΠΎΠ΄Π½ΠΎΠ³ΠΎ Π»ΡΠ΄Π° Π² ΡΡΠ»ΠΎΠ²ΠΈΡΡ
Π³ΠΈΠ΄ΡΠΎΡΡΠ°ΡΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΠΆΠ°ΡΠΈΡ ΠΏΡΠΈ ΡΠ΄Π²ΠΈΠ³Π΅ ΠΏΠΎΠ΄ Π΄Π΅ΠΉΡΡΠ²ΠΈΠ΅ΠΌ ΡΡ
ΠΎΠ΄ΡΡΠΈΡ
ΡΡ ΠΈ ΡΠ°ΡΡ
ΠΎΠ΄ΡΡΠΈΡ
ΡΡ ΡΡΠΎΠ½ΡΠΎΠ² ΠΈΠΌΠΏΡΠ»ΡΡΠΎΠ² Π½Π°ΠΏΡΡΠΆΠ΅Π½ΠΈΠΉ. ΠΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΎ ΠΎΠ±ΡΠ΅ΠΊΠ°Π½ΠΈΠ΅ Π»ΡΠ΄ΠΎΠΌ ΠΏΡΠ΅ΠΏΡΡΡΡΠ²ΠΈΡ, ΡΠ°ΡΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΈΠ΅ ΡΠΊΠΎΡΠΎΡΡΠ΅ΠΉ Π² ΡΠΈΠ»ΠΈΠ½Π΄ΡΠΈΡΠ΅ΡΠΊΠΎΠΌ ΠΊΠ°Π½Π°Π»Π΅, ΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ ΠΏΡΠΎΠΌΠ΅ΠΆΡΡΠΎΡΠ½ΠΎΠ³ΠΎ ΡΠ»ΠΎΡ Π²Π±Π»ΠΈΠ·ΠΈ ΠΏΠΎΠ²Π΅ΡΡ
Π½ΠΎΡΡΠΈ ΡΠ°ΡΠΎΠ²ΠΎΠ³ΠΎ ΠΈΠ½Π΄Π΅Π½ΡΠΎΡΠ° ΠΏΡΠΈ ΠΌΠ΅Π΄Π»Π΅Π½Π½ΠΎΠΌ ΡΠ΄Π°ΡΠ΅. ΠΠΎΠ»ΠΈΡΠ΅ΡΡΠ²Π΅Π½Π½ΠΎ ΠΎΠΏΡΠ΅Π΄Π΅Π»Π΅Π½Ρ Π΄Π΅ΡΠΎΡΠΌΠ°ΡΠΈΠΎΠ½Π½ΡΠ΅ ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΡ ΡΡΡΡΠΊΡΡΡΡ Π»ΡΠ΄Π° Π½Π΅ΠΏΠΎΡΡΠ΅Π΄ΡΡΠ²Π΅Π½Π½ΠΎ Π² ΠΏΡΠΎΡΠ΅ΡΡΠ΅ ΠΊΠΎΠ½ΡΠ°ΠΊΡΠ½ΠΎΠ³ΠΎ ΡΠ°Π·ΡΡΡΠ΅Π½ΠΈΡ
Π€ΠΈΠ·ΠΈΡΠ΅ΡΠΊΠΎΠ΅ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ ΡΠ΅ΠΆΠΈΠΌΠΎΠ² Π΄Π²ΠΈΠΆΠ΅Π½ΠΈΡ Π»Π΅Π΄Π½ΠΈΠΊΠΎΠ²
Modes of Β«dry frictionΒ» at glacier-bedrock interface (ice sliding and flow) were simulated under uniform compression with different combinations of mechanical and thermodynamic factors. Effect of ice structure in the intermediate layer was considered in terms of strength of ice adhesion to complex-shaped substrate for typical cases: at frictional contact of ice frozen to the walls of the cylindrical matrix; when ice was pressing-through a confusor (with contraction ratio =Β 30); extruding the ice in a plastic state through a pipe. For these tests, Π° collapsible matrix was used. It consists of three sections: the feed cylinder, the convergent channel (confuser) and the forming pipe. Changes of ice during severe plastic deformation were monitored by acoustic emission in the range from 10Β Hz to 25Β kHz. Relationship between the size of moving structural elements, their natural resonant frequency, density and acoustic capacitance was applied. A theoretical model was verified. Correlation of amplitude-frequency spectra of acoustic emission at the frictional contact with the acoustic spectrum of natural oscillations of the glaciers from distant sources was confirmed. The results can be applied to remote sensing studies of ice movement modes at the glacier bedrock.ΠΠΎΡΠΏΡΠΎΠΈΠ·Π²Π΅Π΄Π΅Π½Ρ ΠΎΡΠ½ΠΎΠ²Π½ΡΠ΅ ΡΠ΅ΠΆΠΈΠΌΡ Π΄Π²ΠΈΠΆΠ΅Π½ΠΈΡ Π»Π΅Π΄Π½ΠΈΠΊΠΎΠ² ΠΏΠΎ ΡΡΡ
ΠΎΠΌΡ Π»ΠΎΠΆΡΒ β ΡΠΊΠΎΠ»ΡΠΆΠ΅Π½ΠΈΠ΅ ΠΈ ΡΠ΅ΡΠ΅Π½ΠΈΠ΅, Π²ΠΊΠ»ΡΡΠ°Ρ ΠΎΠ±ΡΠ°Π·ΠΎΠ²Π°Π½ΠΈΠ΅ ΠΏΡΠΎΠΌΠ΅ΠΆΡΡΠΎΡΠ½ΠΎΠ³ΠΎ ΡΠ»ΠΎΡ. ΠΡΡΠ²Π»Π΅Π½ ΡΡΡΠ΅ΠΊΡ ΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΡΠΏΠΈΡΠ°Π»Π΅Π²ΠΈΠ΄Π½ΠΎΠΉ ΡΡΡΡΠΊΡΡΡΡ Π»ΡΠ΄Π° Π² ΡΡΠ»ΠΎΠ²ΠΈΡΡ
Π²ΡΡΠΎΠΊΠΎΠ³ΠΎ Π³ΠΈΠ΄ΡΠΎΡΡΠ°ΡΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ Π΄Π°Π²Π»Π΅Π½ΠΈΡ. Π’Π΅ΠΎΡΠ΅ΡΠΈΡΠ΅ΡΠΊΠ°Ρ ΠΌΠΎΠ΄Π΅Π»Ρ ΠΎΡΡΠ°ΠΆΠ°Π΅Ρ ΡΡΡΡ ΡΠΈΠ·ΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² ΠΈΠ½ΡΠ΅Π½ΡΠΈΠ²Π½ΠΎΠΉ ΠΏΠ»Π°ΡΡΠΈΡΠ΅ΡΠΊΠΎΠΉ Π΄Π΅ΡΠΎΡΠΌΠ°ΡΠΈΠΈ Π² ΠΏΡΠ΅ΡΠ½ΠΎΠ²ΠΎΠ΄Π½ΠΎΠΌ Π»ΡΠ΄Ρ, ΠΊ ΠΊΠΎΡΠΎΡΠΎΠΉ ΠΎΡΠ½ΠΎΡΠΈΡΡΡ ΠΈ ΡΠ΅ΠΊΡΠΈΡΡΠ°Π»Π»ΠΈΠ·Π°ΡΠΈΡ. ΠΠΏΡΠ΅Π΄Π΅Π»Π΅Π½Ρ ΡΡΡΡΠΊΡΡΡΠ°, ΡΠΈΠ·ΠΈΠΊΠΎ-ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΠ΅, ΠΏΡΠΎΡΠ½ΠΎΡΡΠ½ΡΠ΅ ΠΈ Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΈΠ΅ Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠΈ Π»ΡΠ΄Π° Π² ΠΏΡΠΎΠΌΠ΅ΠΆΡΡΠΎΡΠ½ΠΎΠΌ ΡΠ»ΠΎΠ΅, ΡΠ°ΡΡΠΌΠΎΡΡΠ΅Π½ΠΎ ΡΠ°ΠΊΠΆΠ΅ ΠΈΡ
Π²Π»ΠΈΡΠ½ΠΈΠ΅ Π½Π° ΡΠ΅ΠΆΠΈΠΌ ΡΠΊΠΎΠ»ΡΠΆΠ΅Π½ΠΈΡ. Π Π°Π·ΡΠ°Π±ΠΎΡΠ°Π½Π½ΡΠΉ Π°ΠΊΡΡΡΠΈΠΊΠΎ-ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΠΉ ΠΌΠ΅ΡΠΎΠ΄ ΠΌΠΎΠΆΠ΅Ρ Π±ΡΡΡ ΠΏΡΠΈΠΌΠ΅Π½ΡΠ½ Π΄Π»Ρ Π΄ΠΈΡΡΠ°Π½ΡΠΈΠΎΠ½Π½ΠΎΠ³ΠΎ ΠΈΠ·ΡΡΠ΅Π½ΠΈΡ ΡΠ΅ΠΆΠΈΠΌΠΎΠ² Π΄Π²ΠΈΠΆΠ΅Π½ΠΈΡ Π»Π΅Π΄Π½ΠΈΠΊΠΎΠ² ΠΏΠΎ Π»ΠΎΠΆΡ
ΠΠΎΠ»Π½ΠΎΠ²ΡΠ΅ ΡΡΡΡΠΊΡΡΡΡ Π² Π»Π΅Π΄ΡΠ½ΠΎΠΌ ΠΏΠΎΠ»Π΅ ΠΈ ΠΈΡ Π²Π»ΠΈΡΠ½ΠΈΠ΅ Π½Π° ΠΏΡΠΎΡΠ½ΠΎΡΡΡ ΡΠΎΠ»ΡΠ½ΠΎΠ³ΠΎ Π»ΡΠ΄Π°
The heterogeneity of the strength of the ice field of the dynamic type of formation with an area of 800 m2 was investigated in time and space. It is shown that stationary periodic wave structures are formed in a closed volume of an ice field lying on the surface of a liquid in a rectangular basin. In a case of absence of any external influences, the dominant source of elastic waves in the ice is the coherent radiation of them on freezing of water, i.e. the ice field itself. Another wave structures, i.e. standing waves, form secondary ice textures in the ice field with diminished strength. Local hardness of ice was chosen as the criterion of strength. The recurrence of local hardness values as a function of coordinates of the measurement points in the longitudinal and transverse profiles of the ice field was determined. The hardness values vary from 40 to 60% with an axial force measurement error of 5%. The experimental relations are approximated by periodic curves, in which the maxima and minima of local hardness correlate with the nodes and antinodes of standing waves, respectively. The decrease in local ice hardness in the secondary textures is explained by high-frequency dynamic metamorphism. The wavelengths corresponding to bending-gravitational and longitudinal waves are identified, with the interference of which stationary periodic wave structures are formed. A similar regularity of changes in local hardness was revealed also in a river ice. The results obtained allow us to consider nonlinear wave phenomena as one of the factors controlling the spatial-temporal variability of the ice strength characteristics.Π£ΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½ΠΎ, ΡΡΠΎ Π² Π»Π΅Π΄ΡΠ½ΠΎΠΌ ΠΏΠΎΠ»Π΅ Π΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΠΈΠΏΠ° ΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΏΠΎΠ΄ Π΄Π΅ΠΉΡΡΠ²ΠΈΠ΅ΠΌ ΡΡΠΎΡΡΠΈΡ
Π²ΠΎΠ»Π½ ΠΎΠ±ΡΠ°Π·ΡΡΡΡΡ ΡΡΠ°ΡΠΈΠΎΠ½Π°ΡΠ½ΡΠ΅ ΠΏΠ΅ΡΠΈΠΎΠ΄ΠΈΡΠ΅ΡΠΊΠΈΠ΅ Π²ΠΎΠ»Π½ΠΎΠ²ΡΠ΅ ΡΡΡΡΠΊΡΡΡΡ. ΠΠΏΡΠ΅Π΄Π΅Π»Π΅Π½Ρ ΠΌΠ°ΡΡΡΠ°Π±Ρ ΡΠ°ΠΊΠΈΡ
ΡΡΡΡΠΊΡΡΡ. ΠΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ Π»ΠΎΠΊΠ°Π»ΡΠ½ΠΎΠΉ ΡΠ²ΡΡΠ΄ΠΎΡΡΠΈ ΠΎΠ±ΡΡΡΠ½ΡΠ΅ΡΡΡ Π²ΡΡΠΎΠΊΠΎΡΠ°ΡΡΠΎΡΠ½ΡΠΌ Π΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΈΠΌ ΠΌΠ΅ΡΠ°ΠΌΠΎΡΡΠΈΠ·ΠΌΠΎΠΌ Π»ΡΠ΄Π° Π² Π·ΠΎΠ½Π°Ρ
ΠΏΡΡΠ½ΠΎΡΡΠ΅ΠΉ ΡΡΠΎΡΡΠΈΡ
Π²ΠΎΠ»Π½. ΠΠΎΠΊΠ°Π·Π°Π½ΠΎ, ΡΡΠΎ ΠΈΡΡΠΎΡΠ½ΠΈΠΊΠΎΠΌ ΡΠΏΡΡΠ³ΠΈΡ
ΠΊΠΎΠ»Π΅Π±Π°Π½ΠΈΠΉ ΠΌΠΎΠΆΠ΅Ρ Π±ΡΡΡ ΠΊΠΎΠ³Π΅ΡΠ΅Π½ΡΠ½ΠΎΠ΅ ΠΈΠ·Π»ΡΡΠ΅Π½ΠΈΠ΅ ΡΠΏΡΡΠ³ΠΈΡ
Π²ΠΎΠ»Π½ ΠΏΡΠΈ Π·Π°ΠΌΠΎΡΠ°ΠΆΠΈΠ²Π°Π½ΠΈΠΈ Π²ΠΎΠ΄Ρ. Π€ΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ Π°Π½Π°Π»ΠΎΠ³ΠΈΡΠ½ΡΡ
Π²ΠΎΠ»Π½ΠΎΠ²ΡΡ
ΡΡΡΡΠΊΡΡΡ Π² ΠΏΡΠΈΡΠΎΠ΄Π½ΠΎΠΌ Π»ΡΠ΄Π΅ ΠΏΠΎΠ΄ΡΠ²Π΅ΡΠΆΠ΄Π΅Π½ΠΎ ΠΏΠΎΠ»Π΅Π²ΡΠΌΠΈ ΠΈΠ·ΠΌΠ΅ΡΠ΅Π½ΠΈΡΠΌΠΈ ΡΠ²ΡΡΠ΄ΠΎΡΡΠΈ Π² ΡΠ΅ΡΠ½ΠΎΠΌ Π»Π΅Π΄ΡΠ½ΠΎΠΌ ΠΏΠΎΠΊΡΠΎΠ²Π΅. ΠΠ΅Π»ΠΈΠ½Π΅ΠΉΠ½ΡΠ΅ Π²ΠΎΠ»Π½ΠΎΠ²ΡΠ΅ ΡΠ²Π»Π΅Π½ΠΈΡ ΡΠ°ΡΡΠΌΠ°ΡΡΠΈΠ²Π°ΡΡΡΡ ΠΊΠ°ΠΊ ΠΎΠ΄ΠΈΠ½ ΠΈΠ· ΡΠ°ΠΊΡΠΎΡΠΎΠ² ΠΏΡΠΎΡΡΡΠ°Π½ΡΡΠ²Π΅Π½Π½ΠΎ-Π²ΡΠ΅ΠΌΠ΅Π½Π½Γ³ΠΉ ΠΈΠ·ΠΌΠ΅Π½ΡΠΈΠ²ΠΎΡΡΠΈ ΠΏΡΠΎΡΠ½ΠΎΡΡΠ½ΡΡ
Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊ Π»ΡΠ΄Π°
ΠΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ Π»Π΅Π΄Π½ΠΈΠΊΠΎΠ² Π½Π° ΠΎΡΠ½ΠΎΠ²Π΅ Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΈΡ ΠΈΠ·ΠΌΠ΅ΡΠ΅Π½ΠΈΠΉ
The possibility of glacier ice flow studies using the method of acoustic emission (AE) in frequency range from 15 Hz to 20 kHz has been considered. A portable acoustic line system has been developed and a number of methodological issues (mounting of acoustic sensors into glacial ice, their location, reliability of acoustic coupling, etc.) have been solved. Acoustic studies of glacial ice have been performed; rock fall effect, ice cracking and ice movement on bedrock have been simulated. Correspondences of AE parameters to specific sources have been identified. The results of acoustic studies on Aldegondabreen (Spitsbergen), Central Tuyuksu and Molodezhny glaciers (northern Tien Shan) have been summarized. The dependence of the adhesive strength of ice with smooth substrate (serpentenite) on the shear rate has been considered; the effect of tor-shaped obstacle on shear force has been estimated. It is shown that the acoustic effects at cohesive ice failure on obstacles are similar to the observed natural acoustic vibrations generated in glaciers from distant sources. The results might be applied in development of the mobile ice lab and system for remote acoustic monitoring the processes in the bottom layers of glaciers.Π Π°ΡΡΠΌΠΎΡΡΠ΅Π½Ρ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡΠΈ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ Π΄Π²ΠΈΠΆΠ΅Π½ΠΈΡ Π»ΡΠ΄Π° Π² Π»Π΅Π΄Π½ΠΈΠΊΠ΅ ΠΈ Π΅Π³ΠΎ Π°Π½Π°Π»ΠΈΠ·Π° Ρ ΠΏΠΎΠΌΠΎΡΡΡ ΠΌΠ΅ΡΠΎΠ΄Π° Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΎΠΉ ΡΠΌΠΈΡΡΠΈΠΈ Π² Π΄ΠΈΠ°ΠΏΠ°Π·ΠΎΠ½Π΅ ΡΠ°ΡΡΠΎΡ 15β20Β ΠΊΠΡ. Π‘ΠΎΠ·Π΄Π°Π½Π° ΠΏΠΎΡΡΠ°ΡΠΈΠ²Π½Π°Ρ ΠΈΠ·ΠΌΠ΅ΡΠΈΡΠ΅Π»ΡΠ½Π°Ρ Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠ°Ρ Π»ΠΈΠ½ΠΈΡ ΠΈ ΡΠ΅ΡΡΠ½ ΡΡΠ΄ ΠΌΠ΅ΡΠΎΠ΄ΠΈΡΠ΅ΡΠΊΠΈΡ
Π²ΠΎΠΏΡΠΎΡΠΎΠ². ΠΡΠΏΠΎΠ»Π½Π΅Π½Ρ Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ Π»Π΅Π΄Π½ΠΈΠΊΠΎΠ²ΠΎΠ³ΠΎ Π»ΡΠ΄Π°, ΠΈΠΌΠΈΡΠΈΡΠΎΠ²Π°Π½Ρ ΠΊΠ°ΠΌΠ½Π΅ΠΏΠ°Π΄, ΡΡΠ΅ΡΠΈΠ½ΠΎΠΎΠ±ΡΠ°Π·ΠΎΠ²Π°Π½ΠΈΠ΅ Π² Π»Π΅Π΄Π½ΠΈΠΊΠ΅ ΠΈ Π΅Π³ΠΎ Π΄Π²ΠΈΠΆΠ΅Π½ΠΈΠ΅ ΠΏΠΎ Π»ΠΎΠΆΡ. Π£ΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½Ρ ΡΠΎΠΎΡΠ²Π΅ΡΡΡΠ²ΠΈΡ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΎΠ² Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΎΠΉ ΡΠΌΠΈΡΡΠΈΠΈ ΠΎΠΏΡΠ΅Π΄Π΅Π»ΡΠ½Π½ΠΎΠΌΡ ΠΈΡΡΠΎΡΠ½ΠΈΠΊΡ. ΠΠ±ΠΎΠ±ΡΠ΅Π½Ρ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠΉ Π½Π° Π»Π΅Π΄Π½ΠΈΠΊΠ°Ρ
ΠΠ»ΡΠ΄Π΅Π³ΠΎΠ½Π΄Π° (Π¨ΠΏΠΈΡΠ±Π΅ΡΠ³Π΅Π½), Π¦Π΅Π½ΡΡΠ°Π»ΡΠ½ΡΠΉ Π’ΡΡΠΊΡΡ ΠΈ ΠΠΎΠ»ΠΎΠ΄ΡΠΆΠ½ΡΠΉ (Π‘Π΅Π²Π΅ΡΠ½ΡΠΉ Π’ΡΠ½Ρ-Π¨Π°Π½Ρ). Π Π°ΡΡΠΌΠΎΡΡΠ΅Π½Π° Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΡ Π°Π΄Π³Π΅Π·ΠΈΠΎΠ½Π½ΠΎΠΉ ΠΏΡΠΎΡΠ½ΠΎΡΡΠΈ ΡΠΎΠ΅Π΄ΠΈΠ½Π΅Π½ΠΈΡ Π»ΡΠ΄Π° Ρ Π³Π»Π°Π΄ΠΊΠΎΠΉ ΠΏΠΎΠ΄Π»ΠΎΠΆΠΊΠΎΠΉ (ΡΠ΅ΡΠΏΠ΅Π½ΡΠΈΠ½ΠΈΡ) ΠΎΡ ΡΠΊΠΎΡΠΎΡΡΠΈ ΡΠ΄Π²ΠΈΠ³Π°, ΠΎΡΠ΅Π½Π΅Π½ΠΎ Π²Π»ΠΈΡΠ½ΠΈΠ΅ ΠΏΡΠ΅ΠΏΡΡΡΡΠ²ΠΈΡ Π² Π²ΠΈΠ΄Π΅ ΡΠΎΡΠ° Π½Π° ΡΠΈΠ»Ρ ΡΠ΄Π²ΠΈΠ³Π°. ΠΒ ΡΠΎΠ±ΡΡΠ²Π΅Π½Π½ΡΡ
Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠΏΠ΅ΠΊΡΡΠ°Ρ
ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½Π½ΡΡ
Π»Π΅Π΄Π½ΠΈΠΊΠΎΠ² ΠΎΠ±Π½Π°ΡΡΠΆΠ΅Π½Ρ Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΡΡΡΠ΅ΠΊΡΡ, Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠ½ΡΠ΅ Π΄Π»Ρ ΡΠ°Π·ΡΡΡΠ΅Π½ΠΈΡ Π»ΡΠ΄Π° Π½Π° ΠΏΡΠ΅ΠΏΡΡΡΡΠ²ΠΈΡΡ
. ΠΠΎΠ»ΡΡΠ΅Π½Π½ΡΠ΅ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΌΠΎΠΆΠ½ΠΎ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°ΡΡ Π΄Π»Ρ ΡΠΎΠ·Π΄Π°Π½ΠΈΡ ΠΌΠΎΠ±ΠΈΠ»ΡΠ½ΠΎΠΉ Π»Π΅Π΄Π½ΠΈΠΊΠΎΠ²ΠΎΠΉ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΠΈ ΠΈ ΡΠΈΡΡΠ΅ΠΌΡ Π΄ΠΈΡΡΠ°Π½ΡΠΈΠΎΠ½Π½ΠΎΠ³ΠΎ Π°ΠΊΡΡΡΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΠΌΠΎΠ½ΠΈΡΠΎΡΠΈΠ½Π³Π° ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² Π² ΠΏΡΠΈΠ΄ΠΎΠ½Π½ΡΡ
ΡΠ»ΠΎΡΡ
Π»Π΅Π΄Π½ΠΈΠΊΠ°
ΠΠ²ΠΎΠΉΠ½Π°Ρ ΠΏΠ΅ΡΠΈΠΎΠ΄ΠΈΡΠ½ΠΎΡΡΡ ΠΌΠ΅Ρ Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΡ ΡΠ²ΠΎΠΉΡΡΠ² ΡΠΎΠ½ΠΊΠΎΠ³ΠΎ Π»Π΅Π΄ΡΠ½ΠΎΠ³ΠΎ ΠΏΠΎΠ»Ρ, ΡΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠ³ΠΎ Π² ΡΡΠ»ΠΎΠ²ΠΈΡΡ Π±ΠΎΠΊΠΎΠ²ΠΎΠ³ΠΎ ΡΡΠ΅ΡΠ½Π΅Π½ΠΈΡ
Experimental data and results of theoretical modeling of the bending of a viscoelastic floating ice plate formed under constrained deformation are analyzed. When a thin plate of ice is frozen on the water surface under conditions of constrained deformation, which may be caused, for example, by the rigid walls of the pool, periodic changes in physical properties occur in it, in particular, periodic penetration resistance. Experimental results confirming this fact were obtained during tests of a thin ice cover at the Krylov State Research Center (Saint-Petersburg, Russia). A characteristic feature of the test results is that their spatial distributions can be represented with sufficient accuracy as an overlap of two periodic functions with significantly different periods: long-wave and short-wave components. In this paper, a detailed analysis of experimental data is given, which makes it possible to isolate these components. Furthermore, the theoretical model that explains the physical causes for double periodicity is proposed. The model assumes viscoelastic quasi-static deformation of the ice plate caused by small fluctuations of the water level in the basin and random disturbances of its surface. An analytical solution for the model case of cylindrical bending is derived. The solution is presented in the form of an expansion in terms of eigenfunctions of differential operators generated by the boundary value problem under study. It has been established that when a thin plate of ice freezes under conditions of constrained deformation, there are at least two reasons for the appearance of a periodic structure: a general loss of stability as an elastic structure and a local loss of stability by a viscoelastic-plastic mechanism. The results obtained can be used in the development of the theory of ice compression, in assessing the causes of variation in the local strength of ice fields and the possibility of their artificial destruction.ΠΠ±ΡΡΠΆΠ΄Π°ΡΡΡΡ Π΄Π²ΠΎΠΉΠ½Π°Ρ ΠΏΠ΅ΡΠΈΠΎΠ΄ΠΈΡΠ½ΠΎΡΡΡ (cΠΆΠ°ΡΠΈΠ΅ Π² ΠΏΠ»ΠΎΡΠΊΠΎΡΡΠΈ Π»Π΅Π΄ΡΠ½ΠΎΠ³ΠΎ ΠΏΠΎΠ»Ρ ΠΈ ΡΠ΅ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΠΉ Ρ
Π°ΡΠ°ΠΊΡΠ΅Ρ Π»ΠΎΠΊΠ°Π»ΠΈΠ·Π°ΡΠΈΠΈ ΠΈ Π½Π°ΠΊΠΎΠΏΠ»Π΅Π½ΠΈΡ ΠΈΠ·Π³ΠΈΠ±Π½ΡΡ
Π΄Π΅ΡΠΎΡΠΌΠ°ΡΠΈΠΉ Π² Π½ΡΠΌ), ΠΌΠ΅ΡΠΎΠ΄Ρ Π΅Ρ ΡΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠ°Π»ΡΠ½ΠΎΠΉ ΠΈΠ΄Π΅Π½ΡΠΈΡΠΈΠΊΠ°ΡΠΈΠΈ, ΠΌΠ°ΡΠ΅ΠΌΠ°ΡΠΈΡΠ΅ΡΠΊΠΎΠ΅ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ ΠΈ ΠΏΡΠΈΡΠΈΠ½Ρ ΠΏΠΎΡΠ²Π»Π΅Π½ΠΈΡ. Π£ΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½Ρ Π΄Π²Π΅ ΠΏΡΠΈΡΠΈΠ½Ρ Π²ΠΎΠ·Π½ΠΈΠΊΠ½ΠΎΠ²Π΅Π½ΠΈΡ ΠΏΠ΅ΡΠΈΠΎΠ΄ΠΈΡΠ½ΠΎΡΡΠΈ: ΠΎΠ±ΡΠ°Ρ ΠΏΠΎΡΠ΅ΡΡ ΡΡΡΠΎΠΉΡΠΈΠ²ΠΎΡΡΠΈ ΡΠΏΡΡΠ³ΠΎΠΉ ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠΈ ΠΈ Π»ΠΎΠΊΠ°Π»ΡΠ½Π°Ρ Π½Π΅ΡΡΡΠΎΠΉΡΠΈΠ²ΠΎΡΡΡ ΠΏΠΎ Π²ΡΠ·ΠΊΠΎΡΠΏΡΡΠ³ΠΎΠΌΡ ΠΌΠ΅Ρ
Π°Π½ΠΈΠ·ΠΌΡ. ΠΠ΅ΡΠ²Π°Ρ Π·Π°Π²ΠΈΡΠΈΡ ΠΎΡ Π³Π΅ΠΎΠΌΠ΅ΡΡΠΈΠΈ ΠΏΠ»Π°ΡΡΠΈΠ½Ρ Π² ΡΠ΅Π»ΠΎΠΌ ΠΈ ΡΡΠ»ΠΎΠ²ΠΈΠΉ Π΅Ρ Π·Π°ΠΊΡΠ΅ΠΏΠ»Π΅Π½ΠΈΡ, Π²ΡΠΎΡΠ°Ρ - ΠΎΡ ΡΠΎΠ»ΡΠΈΠ½Ρ, ΡΡΠΈΠ»ΠΈΡ ΠΎΠ±ΠΆΠ°ΡΠΈΡ ΠΈ ΡΠΈΠ·ΠΈΠΊΠΎ-ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠ²ΠΎΠΉΡΡΠ² Π»ΡΠ΄Π°
Measurement of the cross section with the CMD-3 detector at the VEPP-2000 collider
The process has been studied in the
center-of-mass energy range from 1500 to 2000\,MeV using a data sample of 23
pb collected with the CMD-3 detector at the VEPP-2000 collider.
Using about 24000 selected events, the cross
section has been measured with a systematic uncertainty decreasing from 11.7\%
at 1500-1600\,MeV to 6.1\% above 1800\,MeV. A preliminary study of
production dynamics has been performed
Study of the process in the c.m. energy range from threshold to 2 GeV with the CMD-3 detector
Using a data sample of 6.8 pb collected with the CMD-3 detector at the
VEPP-2000 collider we select about 2700 events of the process and measure its cross section at 12 energy ponts with about
6\% systematic uncertainty. From the angular distribution of produced nucleons
we obtain the ratio
- β¦