17 research outputs found
Blow-up regimes in failure of rock specimens
For damage evaluation, the stage of superfast catastrophic failure of a medium and its mechanical behavior in a state of self-organized criticality prior to the onset of a blow-up fracture mode is of great interest for identification of its precursors. In this work, the data of experimental and numerical investigations of mechanical behavior of a medium before its catastrophic failure and the onset of a blow-up fracture mode are presented. Rock samples and ceramic specimens are subjected to three-point bending and uniaxial compression testing. Surface velocities of the loaded specimens are registered using a laser Doppler vibrometer. The blow-up regime duration is measured to be about 10β20β
ms. The specimensβ mechanical behavior is numerically simulated under experimental conditions, including the regime of catastrophic fracture. The model parameters of damage accumulation are determined from a comparison with the experimental data. A number of features of the material mechanical response before the catastrophic fracture are identified, which could be treated as failure precursors
Influence of Carbon Black Content on the Properties of Butadiene Elastomer
Π ΡΠ°Π±ΠΎΡΠ΅ ΠΏΡΠΈΠ²Π΅Π΄Π΅Π½Ρ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ ΡΠΈΠ·ΠΈΠΊΠΎ- ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠ²ΠΎΠΉΡΡΠ² Π΄ΠΎ ΠΈ ΠΏΠΎΡΠ»Π΅ ΡΠ΅ΡΠΌΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΡΠ°ΡΠ΅Π½ΠΈΡ, ΡΡΠ΅ΠΏΠ΅Π½ΠΈ Π½Π°Π±ΡΡ
Π°Π½ΠΈΡ Π² Π³ΠΈΠ΄ΡΠ°Π²Π»ΠΈΡΠ΅ΡΠΊΠΎΠΌ ΠΌΠ°ΡΠ»Π΅, Π° ΡΠ°ΠΊΠΆΠ΅ ΡΠ΅ΠΌΠΏΠ΅ΡΠ°ΡΡΡΠ½ΡΠ΅ ΡΠ²ΠΎΠΉΡΡΠ²Π° ΡΠ»Π°ΡΡΠΎΠΌΠ΅ΡΠΎΠ² Π½Π° ΠΎΡΠ½ΠΎΠ²Π΅ Π±ΡΡΠ°Π΄ΠΈΠ΅Π½ΠΎΠ²ΠΎΠ³ΠΎ ΠΊΠ°ΡΡΡΠΊΠ° ΠΌΠ°ΡΠΊΠΈ Π‘ΠΠ-Π Π² Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΠΈ ΠΎΡ ΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΡ ΠΌΠ°Π»ΠΎΠ°ΠΊΡΠΈΠ²Π½ΠΎΠ³ΠΎ ΠΏΠ΅ΡΠ½ΠΎΠ³ΠΎ ΡΠ΅Ρ
Π½ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΠ³Π»Π΅ΡΠΎΠ΄Π° ΠΌΠ°ΡΠΊΠΈ Πβ803. Π‘ ΡΠ²Π΅Π»ΠΈΡΠ΅Π½ΠΈΠ΅ΠΌ ΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΡ ΡΠ΅Ρ
Π½ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΠ³Π»Π΅ΡΠΎΠ΄Π° Π΄ΠΎ 110 ΠΌΠ°ΡΡ.Ρ. Π² ΡΠ»Π°ΡΡΠΎΠΌΠ΅ΡΠ½ΠΎΠΉ ΠΌΠ°ΡΡΠΈΡΠ΅ ΠΏΡΠΎΠΈΡΡ
ΠΎΠ΄ΠΈΡ ΠΏΠΎΠ²ΡΡΠ΅Π½ΠΈΠ΅ ΠΎΡΠ½ΠΎΡΠΈΡΠ΅Π»ΡΠ½ΠΎΠ³ΠΎ ΡΠ΄Π»ΠΈΠ½Π΅Π½ΠΈΡ ΠΈ ΡΡΠ»ΠΎΠ²Π½ΠΎΠΉ ΠΏΡΠΎΡΠ½ΠΎΡΡΠΈ Π½Π° ΡΠ°Π·ΡΡΠ², Ρ Π΄Π°Π»ΡΠ½Π΅ΠΉΡΠΈΠΌ ΡΠ²Π΅Π»ΠΈΡΠ΅Π½ΠΈΠ΅ΠΌ ΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΡ Π½Π°Π±Π»ΡΠ΄Π°Π΅ΡΡΡ ΡΠ½ΠΈΠΆΠ΅Π½ΠΈΠ΅. Π‘ ΡΠ²Π΅Π»ΠΈΡΠ΅Π½ΠΈΠ΅ΠΌ ΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΡ ΡΠ΅Ρ
Π½ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΠ³Π»Π΅ΡΠΎΠ΄Π° Π² ΡΠ΅Π·ΠΈΠ½ΠΎΠ²ΠΎΠΉ ΡΠΌΠ΅ΡΠΈ ΠΏΠΎΠΊΠ°Π·Π°ΡΠ΅Π»ΠΈ ΠΏΠ»ΠΎΡΠ½ΠΎΡΡΠΈ, ΡΠ²Π΅ΡΠ΄ΠΎΡΡΠΈ, ΡΡΠ»ΠΎΠ²Π½ΠΎΠ³ΠΎ Π½Π°ΠΏΡΡΠΆΠ΅Π½ΠΈΡ ΠΈ Π°Π³ΡΠ΅ΡΡΠΈΠ²ΠΎΡΡΠΎΠΉΠΊΠΎΡΡΠΈ ΠΏΠΎΠ²ΡΡΠ°ΡΡΡΡ. ΠΠΎΡΠ»Π΅ ΠΈΡΠΏΡΡΠ°Π½ΠΈΡ Π½Π° ΡΠ΅ΡΠΌΠΈΡΠ΅ΡΠΊΠΎΠ΅ ΡΡΠ°ΡΠ΅Π½ΠΈΠ΅ Π½Π°Π±Π»ΡΠ΄Π°Π΅ΡΡΡ ΠΏΠΎΠ²ΡΡΠ΅Π½ΠΈΠ΅ ΠΏΠ»ΠΎΡΠ½ΠΎΡΡΠΈ, ΡΠ²Π΅ΡΠ΄ΠΎΡΡΠΈ ΠΈ ΡΡΠ»ΠΎΠ²Π½ΠΎΠ³ΠΎ Π½Π°ΠΏΡΡΠΆΠ΅Π½ΠΈΡ, Π° ΠΎΡΠ½ΠΎΡΠΈΡΠ΅Π»ΡΠ½ΠΎΠ΅ ΡΠ΄Π»ΠΈΠ½Π΅Π½ΠΈΠ΅ ΠΈ ΠΏΡΠ΅Π΄Π΅Π» ΠΏΡΠΎΡΠ½ΠΎΡΡΠΈ ΠΏΡΠΈ ΡΠ°Π·ΡΡΠ²Π΅ ΡΠ½ΠΈΠΆΠ°ΡΡΡΡ. ΠΡΠΈ ΠΏΠΎΠΌΠΎΡΠΈ ΡΠ΅ΡΠΌΠΎΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ Π°Π½Π°Π»ΠΈΠ·Π°ΡΠΎΡΠ° ΡΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½ΠΎ, ΡΡΠΎ ΡΠ²Π΅Π»ΠΈΡΠ΅Π½ΠΈΠ΅ ΠΊΠΎΠ»ΠΈΡΠ΅ΡΡΠ²Π° ΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΡ ΡΠ΅Ρ
Π½ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΠ³Π»Π΅ΡΠΎΠ΄Π° Π² ΡΠ΅Π·ΠΈΠ½ΠΎΠ²ΠΎΠΉ ΡΠΌΠ΅ΡΠΈ Π½Π΅ ΠΎΠΊΠ°Π·ΡΠ²Π°Π΅Ρ ΡΡΡΠ΅ΡΡΠ²Π΅Π½Π½ΠΎΠ³ΠΎ Π²Π»ΠΈΡΠ½ΠΈΡ Π½Π° Π½Π°ΡΠ°Π»ΠΎ ΡΠ΅Π³ΠΌΠ΅Π½ΡΠ°Π»ΡΠ½ΠΎΠΉ ΠΏΠΎΠ΄Π²ΠΈΠΆΠ½ΠΎΡΡΠΈ ΡΠ»Π°ΡΡΠΎΠΌΠ΅ΡΠΎΠ², Π½ΠΎ ΡΠ½ΠΈΠΆΠ°Π΅Ρ ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ Π»ΠΈΠ½Π΅ΠΉΠ½ΡΡ
ΡΠ°Π·ΠΌΠ΅ΡΠΎΠ² ΠΏΡΠΈ ΠΏΠΎΠ²ΡΡΠ΅Π½ΠΈΠΈ ΡΠ΅ΠΌΠΏΠ΅ΡΠ°ΡΡΡΡ. ΠΠ΅ΡΠΎΠ΄ΠΎΠΌ Π΄ΠΈΡΡΠ΅ΡΠ΅Π½ΡΠΈΠ°Π»ΡΠ½ΠΎ ΡΠΊΠ°Π½ΠΈΡΡΡΡΠ΅ΠΉ ΠΊΠ°Π»ΠΎΡΠΈΠΌΠ΅ΡΡΠΈΠΈ ΡΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½ΠΎ, ΡΡΠΎ ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ ΠΊΠΎΠ»ΠΈΡΠ΅ΡΡΠ²Π° ΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΡ ΡΠ΅Ρ
Π½ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΠ³Π»Π΅ΡΠΎΠ΄Π° Π½Π΅ Π²Π»ΠΈΡΠ΅Ρ Π½Π° ΡΡΠ΅Π΄Π½ΡΡ ΡΠ΅ΠΌΠΏΠ΅ΡΠ°ΡΡΡΡ ΡΡΠ΅ΠΊΠ»ΠΎΠ²Π°Π½ΠΈΡ. ΠΡΠΈ ΠΎΠΏΡΠΈΠΌΠ°Π»ΡΠ½ΠΎΠΌ ΡΠΎΠ΄Π΅ΡΠΆΠ°Π½ΠΈΠΈ ΡΠ΅Ρ
Π½ΠΈΡΠ΅ΡΠΊΠΎΠ³ΠΎ ΡΠ³Π»Π΅ΡΠΎΠ΄Π° Π½Π°Π±Π»ΡΠ΄Π°Π΅ΡΡΡ Π½Π°ΠΈΠ±ΠΎΠ»Π΅Π΅ ΡΠ°Π²Π½ΠΎΠΌΠ΅ΡΠ½ΠΎΠ΅ ΡΠ°ΡΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΈΠ΅ ΡΠ°ΡΡΠΈΡ Π² ΠΎΠ±ΡΠ΅ΠΌΠ΅ ΡΠ»Π°ΡΡΠΎΠΌΠ΅ΡΠ½ΠΎΠΉ ΠΌΠ°ΡΡΠΈΡΡ Π±Π΅Π· ΠΎΠ±ΡΠ°Π·ΠΎΠ²Π°Π½ΠΈΡ Π±ΠΎΠ»ΡΡΠΎΠ³ΠΎ ΠΊΠΎΠ»ΠΈΡΠ΅ΡΡΠ²Π° Π°Π³Π»ΠΎΠΌΠ΅ΡΠ°ΡΠΎΠ² Π»ΠΈΠ±ΠΎ ΠΏΡΡΡΠΎΡThe paper presents the results of a study of physical and mechanical properties before and after thermal aging, aggressiveness, as well as the temperature properties of elastomers based on butadiene rubber grade SKD-V, depending on the content of low-activity furnace carbon grade Pβ803. With an increase in the content of carbon black up to 110 wt.h. in the elastomeric matrix, an increase in relative elongation and conditional tensile strength occurs, with a further increase in the content, a decrease is observed. The results obtained after thermal aging of samples and their soaking in AMGβ10 hydraulic oil are considered. With an increase in the content of carbon black in the rubber compound, the indicators of density, hardness, conditional stress and aggressiveness increase. After the thermal aging test, an increase in density, hardness and nominal stress is observed, and the elongation and tensile strength decrease. Changing the amount of carbon black in the rubber mixture does not affect the beginning of the segmental mobility of the elastomer, but there is a decrease in the linear-temperature expansion of the samples. Using differential scanning calorimetry, it was found that a change in the amount of carbon black does not affect the glass transition temperature. Using electron microscopy, it was shown that at the optimum content of carbon black, the most uniform distribution of particles occurs in the volume of the elastomeric matrix without the formation of a large number of agglomerates or void
Experimental and numerical investigation of the catastrophic stage of failure on different scales from rock sample to coal mine
Doppler laser interferometry is used to measure the transient time between the slow quasistationary stage of damage accumulation in rock samples to the ultrafast catastrophic stage of failure as well as the duration of the autocatalytic stage of macroscopic fracture. Small rock samples are tested for compression and three-point bending, and the velocity of displacement of their lateral surfaces is measured up to macroscopic fracture. The surface velocity at the catastrophic stage proves to be three orders of magnitude higher than the average surface velocity at the quasi-stationary stage of damage accumulation. The transient time to catastrophic failure is estimated at 60β100 ms, and the duration of the ultrafast catastrophic failure stage is 15β20 ms for small marble samples. The transient stage is the process of self-organization of individual acts of fracture into the state of self-organized criticality. At this stage, the distribution of individual acts of fracture evolves into power-law distributions. A simple fracture model with power laws is proposed, which is in full agreement with the experimental data. The developed mathematical model is used to calculate fracture of small rock samples, reproducing uniaxial compression and three-point bending tests, as well as fracture in rock masses with mine openings. We also model the process of faulting and fracturing in the mountains of Central Altai, including the foreshock process, main event (the Chuya earthquake of September 27, 2003) and aftershock process. The calculated seismic process fully corresponds to the GutenbergβRichter recurrence law, and the calculated aftershock process conforms to the Omori law
ΠΠ°ΠΏΡΡΠΆΠ΅Π½Π½ΠΎ-Π΄Π΅ΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠ΅ ΡΠΎΡΡΠΎΡΠ½ΠΈΠ΅ ΡΡΠΈΠΊΡΠΈΠΎΠ½Π½ΡΡ ΡΠΎΠ΅Π΄ΠΈΠ½Π΅Π½ΠΈΠΉ Ρ Π»Π°Π·Π΅ΡΠ½ΠΎΠΉ ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΎΠΉ ΠΊΠΎΠ½ΡΠ°ΠΊΡΠ½ΡΡ ΠΏΠΎΠ²Π΅ΡΡ Π½ΠΎΡΡΠ΅ΠΉ
ΠΠ²Π΅Π΄Π΅Π½ΠΈΠ΅. ΠΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½Ρ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡΠΈ ΠΏΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΡ Π»Π°Π·Π΅ΡΠ½ΠΎΠΉ ΠΎΡΠΈΡΡΠΊΠΈ Π² ΠΊΠ°ΡΠ΅ΡΡΠ²Π΅ Π°Π»ΡΡΠ΅ΡΠ½Π°ΡΠΈΠ²Π½ΠΎΠ³ΠΎ ΡΠΏΠΎΡΠΎΠ±Π°. ΠΠ°Π·Π΅ΡΠ½ΡΠ΅ ΡΡΡΠ°Π½ΠΎΠ²ΠΊΠΈ Π·Π°ΡΠ΅ΠΊΠΎΠΌΠ΅Π½Π΄ΠΎΠ²Π°Π»ΠΈ ΡΠ΅Π±Ρ Π²ΠΎ ΠΌΠ½ΠΎΠ³ΠΈΡ
ΡΡΠ΅ΡΠ°Ρ
ΠΈ ΠΏΡΠ΅Π΄ΡΡΠ°Π²Π»ΡΡΡ ΡΠΎΠ±ΠΎΠΉ Π²ΡΡΠΎΠΊΠΎΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡΠ½ΠΎΠ΅ ΠΈ ΡΡΡΠ΅ΠΊΡΠΈΠ²Π½ΠΎΠ΅ ΡΠ΅ΡΠ΅Π½ΠΈΠ΅ Π΄Π»Ρ ΠΌΠ½ΠΎΠ³ΠΈΡ
ΡΡΡΠΎΠΈΡΠ΅Π»ΡΠ½ΡΡ
Π·Π°Π΄Π°Ρ. ΠΠ΅ΡΠΌΠΎΡΡΡ Π½Π° ΡΡΠΎ Π² Π½Π°ΡΡΠΎΡΡΠ΅Π΅ Π²ΡΠ΅ΠΌΡ ΡΠ°ΡΠΏΡΠΎΡΡΡΠ°Π½Π΅Π½Π½ΡΠΌ ΠΌΠ΅ΡΠΎΠ΄ΠΎΠΌ ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΈ ΠΊΠΎΠ½ΡΠ°ΠΊΡΠ½ΡΡ
ΠΏΠΎΠ²Π΅ΡΡ
Π½ΠΎΡΡΠ΅ΠΉ Π²ΡΡΠΎΠΊΠΎΠΏΡΠΎΡΠ½ΡΡ
Π±ΠΎΠ»ΡΠΎΠ²ΡΡ
ΡΠΎΠ΅Π΄ΠΈΠ½Π΅Π½ΠΈΠΉ ΠΎΡΡΠ°Π΅ΡΡΡ ΠΏΠ΅ΡΠΊΠΎΡΡΡΡΠΉΠ½Π°Ρ ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠ° - ΡΡΡΠ°ΡΠ΅Π²ΡΠ°Ρ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΡ, Ρ Π²ΡΡΠΎΠΊΠΈΠΌ ΠΈΠ·Π½ΠΎΡΠΎΠΌ ΠΎΠ±ΠΎΡΡΠ΄ΠΎΠ²Π°Π½ΠΈΡ, ΠΎΠΏΠ°ΡΠ½Π°Ρ Π΄Π»Ρ Π·Π΄ΠΎΡΠΎΠ²ΡΡ Π»ΡΠ΄Π΅ΠΉ. ΠΠ°ΡΠ΅ΡΠΈΠ°Π»Ρ ΠΈ ΠΌΠ΅ΡΠΎΠ΄Ρ. ΠΠ±ΡΠ°Π·ΡΡ, ΠΎΠ±ΡΠ°Π±ΠΎΡΠ°Π½Π½ΡΠ΅ ΠΏΠ΅ΡΠΊΠΎΡΡΡΡΠΉΠ½ΡΠΌ ΠΈ Π»Π°Π·Π΅ΡΠ½ΡΠΌ ΠΌΠ΅ΡΠΎΠ΄Π°ΠΌΠΈ, ΠΈΡΠΏΡΡΡΠ²Π°Π»ΠΈ Π½Π° ΡΠ΄Π²ΠΈΠ³. ΠΠ΅ΡΠ΅Π΄ ΠΈΡΠΏΡΡΠ°Π½ΠΈΡΠΌΠΈ ΠΏΡΠΎΠ²Π΅ΡΠ΅Π½Ρ ΡΠ΅ΡΠΎΡ
ΠΎΠ²Π°ΡΠΎΡΡΡ ΠΊΠΎΠ½ΡΠ°ΠΊΡΠ½ΡΡ
ΠΏΠΎΠ²Π΅ΡΡ
Π½ΠΎΡΡΠ΅ΠΉ ΠΈ ΡΡΠΈΠ»ΠΈΠ΅ Π½Π°ΡΡΠΆΠ΅Π½ΠΈΡ Π²ΡΡΠΎΠΊΠΎΠΏΡΠΎΡΠ½ΡΡ
ΠΌΠ΅ΡΠΈΠ·ΠΎΠ². Π Ρ
ΠΎΠ΄Π΅ ΠΈΡΠΏΡΡΠ°Π½ΠΈΠΉ ΡΠ½ΠΈΠΌΠ°Π»ΠΈΡΡ ΠΏΠΎΠΊΠ°Π·Π°Π½ΠΈΡ ΡΠΈΠ»ΠΎΠΈΠ·ΠΌΠ΅ΡΠΈΡΠ΅Π»Ρ ΠΈ Π΄Π°ΡΡΠΈΠΊΠ° ΡΠ°ΡΠΎΠ²ΠΎΠ³ΠΎ ΡΠΈΠΏΠ°. ΠΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΡ ΠΏΡΠΎΠ²ΠΎΠ΄ΠΈΠ»ΠΈΡΡ Π½Π° ΠΏΡΠ΅ΡΡΠ΅ Π³ΠΈΠ΄ΡΠ°Π²Π»ΠΈΡΠ΅ΡΠΊΠΎΠΌ ΠΠΠ‘-500, ΠΎΠ±ΡΠ°Π·ΡΡ Π±ΡΠ»ΠΈ ΠΏΡΠ΅Π΄ΠΎΡΡΠ°Π²Π»Π΅Π½Ρ Π² ΠΎΠ±ΡΠ°Π±ΠΎΡΠ°Π½Π½ΠΎΠΌ Π²ΠΈΠ΄Π΅. Π Π΅Π·ΡΠ»ΡΡΠ°ΡΡ. ΠΠΎ ΠΏΠΎΠ»ΡΡΠ΅Π½Π½ΡΠΌ Π΄Π°Π½Π½ΡΠΌ ΠΏΠΎΡΡΡΠΎΠ΅Π½Ρ Π³ΡΠ°ΡΠΈΠΊΠΈ Π΄Π΅ΡΠΎΡΠΌΠ°ΡΠΈΠΈ ΠΈ Π²ΡΡΠΈΡΠ»Π΅Π½Ρ ΡΡΠΈΠ»ΠΈΡ ΡΠ΄Π²ΠΈΠ³Π° ΠΎΠ±ΡΠ°Π·ΡΠΎΠ². ΠΡΡΠΈΡΠ»Π΅Π½Π½ΡΠ΅ ΡΡΠΈΠ»ΠΈΡ ΡΡΠ°Π²Π½ΠΈΠ²Π°Π»ΠΈΡΡ Ρ Π½ΠΎΡΠΌΠ°ΡΠΈΠ²Π½ΡΠΌΠΈ Π·Π½Π°ΡΠ΅Π½ΠΈΡΠΌΠΈ. Π Π΅Π·ΡΠ»ΡΡΠ°ΡΡ ΠΏΠΎΠΊΠ°Π·Π°Π»ΠΈ ΡΠΎΠΎΡΠ²Π΅ΡΡΡΠ²ΠΈΠ΅ ΠΎΠ±ΡΠ°Π·ΡΠΎΠ² ΡΡΠ΅Π±ΠΎΠ²Π°Π½ΠΈΡΠΌ Π‘Π 35.13330.2016 Β«ΠΠΎΡΡΡ ΠΈ ΡΡΡΠ±ΡΒ» ΠΏΠΎ ΠΏΡΠΎΡΠ½ΠΎΡΡΠ½ΡΠΌ Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠ°ΠΌ. ΠΠ±ΡΠ°Π·ΡΡ Ρ Π»Π°Π·Π΅ΡΠ½ΠΎΠΉ ΠΎΡΠΈΡΡΠΊΠΎΠΉ ΠΏΠΎΠ²Π΅ΡΡ
Π½ΠΎΡΡΠΈ ΠΈΠΌΠ΅Π»ΠΈ Π·Π½Π°ΡΠ΅Π½ΠΈΠ΅ Π·Π°ΠΏΠ°ΡΠ° ΠΏΡΠΎΡΠ½ΠΎΡΡΠΈ, Π°Π½Π°Π»ΠΎΠ³ΠΈΡΠ½ΠΎΠ΅ ΠΎΠ±ΡΠ°Π·ΡΠ°ΠΌ Ρ ΠΏΠ΅ΡΠΊΠΎΡΡΡΡΠΉΠ½ΠΎΠΉ ΠΎΠ±ΡΠ°Π±ΠΎΡΠΊΠΎΠΉ. ΠΡΠ²ΠΎΠ΄Ρ. Π‘ΠΎΠΏΠΎΡΡΠ°Π²Π»Π΅Π½ΠΈΠ΅ ΠΏΡΠΎΡΠ½ΠΎΡΡΠ½ΡΡ
Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊ Π΄ΠΎΠΊΠ°Π·ΡΠ²Π°Π΅Ρ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡΡ ΠΏΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΡ Π»Π°Π·Π΅ΡΠ½ΠΎΠΉ ΠΎΡΠΈΡΡΠΊΠΈ ΠΊΠΎΠ½ΡΠ°ΠΊΡΠ½ΡΡ
ΠΏΠΎΠ²Π΅ΡΡ
Π½ΠΎΡΡΠ΅ΠΉ ΡΡΠΈΠΊΡΠΈΠΎΠ½Π½ΡΡ
ΡΠΎΠ΅Π΄ΠΈΠ½Π΅Π½ΠΈΠΉ. ΠΠΎΡΠ»Π΅ ΠΏΠ΅ΡΠ΅Ρ
ΠΎΠ΄Π° ΠΎΡ ΡΡΡΠ°ΡΠ΅Π²ΡΠΈΡ
ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΠ³ΠΈΠΉ ΠΏΡΠΎΡΠ΅ΡΡ ΠΏΠΎΠ΄Π³ΠΎΡΠΎΠ²ΠΊΠΈ ΠΏΠΎΠ²Π΅ΡΡ
Π½ΠΎΡΡΠ΅ΠΉ ΠΌΠΎΠΆΠ½ΠΎ Π±ΡΠ΄Π΅Ρ ΡΠ΄Π΅Π»Π°ΡΡ ΡΠΊΠΎΠ½ΠΎΠΌΠΈΡΠ½ΡΠΌ ΠΈ ΡΠΊΠΎΠ»ΠΎΠ³ΠΈΡΠ½ΡΠΌ. ΠΠΎΠ»ΡΡΠ΅Π½Π½ΡΠ΅ Π·Π½Π°ΡΠ΅Π½ΠΈΡ ΠΈ Π΄Π°Π½Π½ΡΠ΅ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎ Π²Π½Π΅ΡΡΠΈ Π² ΡΡΠ΄ Π½ΠΎΡΠΌΠ°ΡΠΈΠ²Π½ΡΡ
Π΄ΠΎΠΊΡΠΌΠ΅Π½ΡΠΎΠ², Π² ΡΠΎΠΌ ΡΠΈΡΠ»Π΅ Π‘Π 35.13330.2016 Β«ΠΠΎΡΡΡ ΠΈ ΡΡΡΠ±ΡΒ», Π΄Π»Ρ ΠΏΡΠΎΠ²Π΅Π΄Π΅Π½ΠΈΡ Π±ΡΠ΄ΡΡΠΈΡ
ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠΉ ΠΈ ΠΏΠΎΠ²ΡΠ΅ΠΌΠ΅ΡΡΠ½ΠΎΠ³ΠΎ ΠΏΡΠΈΠΌΠ΅Π½Π΅Π½ΠΈΡ ΠΌΠ΅ΡΠΎΠ΄Π°
Blow-up modes in fracture of rock samples and earth's crust elements
It is well known that the final stage of macroscopic fracture develops as a catastrophe in a superfast blow-up mode. However, the specific features of this stage are well studied only on large scales of earthquakes. Of particular interest for fracture prediction are both the stage of superfast catastrophic fracture and the mechanical behavior of the medium in the state of self-organized criticality prior to transition of fracture to the blow-up mode in order to reveal precursors of fracture transition to the catastrophic stage. This paper studies experimentally and theoretically the mechanical behavior of the medium prior to the catastrophic stage and transition to the blow-up mode. Rock samples (marble and artificial marble) were tested in three-point bending and uniaxial compression tests. The lateral surface velocities of loaded samples were recorded using a laser Doppler vibrometer. The recording frequency in measurements was 48 kHz, and the determination accuracy of the velocity amplitude was 0.1 ΞΌm/s. The estimated duration of the blow-up fracture stage is 10β20 ms. The mechanical behavior of samples in the experimental conditions, including the catastrophic fracture stage, is simulated numerically. The damage accumulation model parameters are determined from a comparison with the experimental data. Certain features of the mechanical response prior to catastrophic fracture are revealed which can be interpreted as fracture precursors
Blow-up regimes in failure of rock specimens
For damage evaluation, the stage of superfast catastrophic failure of a medium and its mechanical behavior in a state of self-organized criticality prior to the onset of a blow-up fracture mode is of great interest for identification of its precursors. In this work, the data of experimental and numerical investigations of mechanical behavior of a medium before its catastrophic failure and the onset of a blow-up fracture mode are presented. Rock samples and ceramic specimens are subjected to three-point bending and uniaxial compression testing. Surface velocities of the loaded specimens are registered using a laser Doppler vibrometer. The blow-up regime duration is measured to be about 10β20β
ms. The specimensβ mechanical behavior is numerically simulated under experimental conditions, including the regime of catastrophic fracture. The model parameters of damage accumulation are determined from a comparison with the experimental data. A number of features of the material mechanical response before the catastrophic fracture are identified, which could be treated as failure precursors
Autosoliton view of the seismic process. Part 2. possibility of generation and propagation of slow deformation autosoliton disturbances in geomedia
In the autosoliton view, the complete mathematical model of the seismic process taken as the deformation and fracture process of a loaded geomedium combines dynamic equations of solid mechanics and specific constitutive equations for geomedium rheology. These equations describe both the conventional stress-strain evolution due to the stress wave propagation with sound velocities, which are governed by special features of constitutive equations, and slow dynamics of the loaded strong medium. Numerical investigation is given to the generation of deformation autosolitons, front structure, and propagation of intra- and interfault deformation disturbances. Slow deformation disturbances in real geomedium elements are numerically modeled
The Repercussion ot Natural and TechnogeniΡ Ore-Gold Objects in Litogeochemical and Biogeochemical Fields
ΠΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠ΅ Π²ΡΠΏΠΎΠ»Π½Π΅Π½ΠΎ Π² ΡΠ°ΠΌΠΊΠ°Ρ
Π³Π΅ΠΎΠ»ΠΎΠ³ΠΎ-ΠΏΠΎΠΈΡΠΊΠΎΠ²ΡΡ
ΡΠ°Π±ΠΎΡ Π½Π° ΠΡΠ±ΠΊΠΎΡΡΠΊΠΎΠΉ Π·ΠΎΠ»ΠΎΡΠΎΠ½ΠΎΡΠ½ΠΎΠΉ
ΠΏΠ»ΠΎΡΠ°Π΄ΠΈ, ΠΎΠ³ΡΠ°Π½ΠΈΡΠΈΠ²Π°ΡΡΠ΅ΠΉ ΡΡΠ°Π³ΠΌΠ΅Π½Ρ ΠΎΠ΄Π½ΠΎΠΈΠΌΠ΅Π½Π½ΠΎΠ³ΠΎ Π³ΡΠ°Π±Π΅Π½Π°, Π·Π°ΠΊΠ»ΡΡΠ΅Π½Π½ΠΎΠ³ΠΎ Π² ΡΡΡΡΠΊΡΡΡΠ°Ρ
ΡΠΊΠ»Π°Π΄ΡΠ°ΡΠΎΠ³ΠΎ ΠΎΠ±ΡΠ°ΠΌΠ»Π΅Π½ΠΈΡ ΠΠ½Π³Π°ΡΠΎ-Π’ΡΠ½Π³ΡΡΡΠΊΠΎΠΉ ΠΈ Π’Π°ΡΠ°ΡΡΠΊΠΎΠΉ Π·ΠΎΠ½. Π¦Π΅Π»ΡΡ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ ΡΡΠ°Π»Π° ΠΎΡΠ΅Π½ΠΊΠ°
ΠΏΠΎΠΈΡΠΊΠΎΠ²ΠΎΠΉ ΠΈΠ½ΡΠΎΡΠΌΠ°ΡΠΈΠ²Π½ΠΎΡΡΠΈ Π»ΠΈΡΠΎ- ΠΈ Π±ΠΈΠΎΠ³Π΅ΠΎΡ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΌΠ΅ΡΠΎΠ΄ΠΎΠ² ΠΈ ΠΈΠ·ΡΡΠ΅Π½ΠΈΡ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡΠΈ
ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½ΠΈΡ ΠΈΡ
Π΄Π»Ρ ΡΠ°Π·Π±ΡΠ°ΠΊΠΎΠ²ΠΊΠΈ ΠΏΡΠΈΡΠΎΠ΄Π½ΡΡ
ΠΈ ΡΠ΅Ρ
Π½ΠΎΠ³Π΅Π½Π½ΡΡ
Π³Π΅ΠΎΡ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
Π°Π½ΠΎΠΌΠ°Π»ΠΈΠΉ Π·ΠΎΠ»ΠΎΡΠ°This research wass carried ouy within the geological-searching works on the auriferous Dubkosh
area, which bounds the fragment of the same named graben. This graben is confined in the structures
of plicated framing. The estimate of searching informativity of litogeochemical and biogeochemical
methods and studying the possibility of using them for separation natural and tecnogenic geochemical
gold anomalies was the purpose of this researc
The Repercussion ot Natural and TechnogeniΡ Ore-Gold Objects in Litogeochemical and Biogeochemical Fields
ΠΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΠ΅ Π²ΡΠΏΠΎΠ»Π½Π΅Π½ΠΎ Π² ΡΠ°ΠΌΠΊΠ°Ρ
Π³Π΅ΠΎΠ»ΠΎΠ³ΠΎ-ΠΏΠΎΠΈΡΠΊΠΎΠ²ΡΡ
ΡΠ°Π±ΠΎΡ Π½Π° ΠΡΠ±ΠΊΠΎΡΡΠΊΠΎΠΉ Π·ΠΎΠ»ΠΎΡΠΎΠ½ΠΎΡΠ½ΠΎΠΉ
ΠΏΠ»ΠΎΡΠ°Π΄ΠΈ, ΠΎΠ³ΡΠ°Π½ΠΈΡΠΈΠ²Π°ΡΡΠ΅ΠΉ ΡΡΠ°Π³ΠΌΠ΅Π½Ρ ΠΎΠ΄Π½ΠΎΠΈΠΌΠ΅Π½Π½ΠΎΠ³ΠΎ Π³ΡΠ°Π±Π΅Π½Π°, Π·Π°ΠΊΠ»ΡΡΠ΅Π½Π½ΠΎΠ³ΠΎ Π² ΡΡΡΡΠΊΡΡΡΠ°Ρ
ΡΠΊΠ»Π°Π΄ΡΠ°ΡΠΎΠ³ΠΎ ΠΎΠ±ΡΠ°ΠΌΠ»Π΅Π½ΠΈΡ ΠΠ½Π³Π°ΡΠΎ-Π’ΡΠ½Π³ΡΡΡΠΊΠΎΠΉ ΠΈ Π’Π°ΡΠ°ΡΡΠΊΠΎΠΉ Π·ΠΎΠ½. Π¦Π΅Π»ΡΡ ΠΈΡΡΠ»Π΅Π΄ΠΎΠ²Π°Π½ΠΈΡ ΡΡΠ°Π»Π° ΠΎΡΠ΅Π½ΠΊΠ°
ΠΏΠΎΠΈΡΠΊΠΎΠ²ΠΎΠΉ ΠΈΠ½ΡΠΎΡΠΌΠ°ΡΠΈΠ²Π½ΠΎΡΡΠΈ Π»ΠΈΡΠΎ- ΠΈ Π±ΠΈΠΎΠ³Π΅ΠΎΡ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
ΠΌΠ΅ΡΠΎΠ΄ΠΎΠ² ΠΈ ΠΈΠ·ΡΡΠ΅Π½ΠΈΡ Π²ΠΎΠ·ΠΌΠΎΠΆΠ½ΠΎΡΡΠΈ
ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½ΠΈΡ ΠΈΡ
Π΄Π»Ρ ΡΠ°Π·Π±ΡΠ°ΠΊΠΎΠ²ΠΊΠΈ ΠΏΡΠΈΡΠΎΠ΄Π½ΡΡ
ΠΈ ΡΠ΅Ρ
Π½ΠΎΠ³Π΅Π½Π½ΡΡ
Π³Π΅ΠΎΡ
ΠΈΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
Π°Π½ΠΎΠΌΠ°Π»ΠΈΠΉ Π·ΠΎΠ»ΠΎΡΠ°This research wass carried ouy within the geological-searching works on the auriferous Dubkosh
area, which bounds the fragment of the same named graben. This graben is confined in the structures
of plicated framing. The estimate of searching informativity of litogeochemical and biogeochemical
methods and studying the possibility of using them for separation natural and tecnogenic geochemical
gold anomalies was the purpose of this researc