2 research outputs found
Study of the conditions of fracture at explosive compaction of powders
Joint theoretical and experimental investigations have allowed to realize an approach with use of mathematical and physical modeling of processes of a shock wave loading of powder materials.In order to gain a better insight into the effect of loading conditions and, in particular, to study the effect of detonation velocity, explosive thickness, and explosion pressure on the properties of the final sample, we numerically solved the problem about powder compaction in the axisymmetric case.The performed analysis shows that an increase in the decay time of the pressure applied to the sample due to an increase of the explosive thickness or the external loading causes no shrinkage of the destructed region at a fixed propagation velocity of the detonation wave. Simultaneously, a decrease in the propagation velocity of the detonation wave results in an appreciable shrinkage of this region
Π‘ΡΠ°Π²Π½Π΅Π½ΠΈΠ΅ ΡΠ΅Π°ΠΊΡΠΈΠΈ Π³ΠΎΠΌΠΎΠ³Π΅Π½Π½ΠΎΠΉ ΡΡΠ΅Π΄Ρ Π½Π° Π΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΎΠ΅ Π²ΠΎΠ·Π΄Π΅ΠΉΡΡΠ²ΠΈΠ΅ ΠΎΠ΄ΠΈΠ½ΠΎΡΠ½ΠΎΠ³ΠΎ ΠΈ ΡΠ΅Π³ΠΌΠ΅Π½ΡΠΈΡΠΎΠ²Π°Π½Π½ΠΎΠ³ΠΎ ΡΡΡΠ΅ΠΆΠ½Π΅ΠΉ
A series of calculations of the interaction of single and segmented rods with massive blocks
and plates of finite thickness have been performed. Comparisons with experimental data for verification
of material parameters under dynamic conditions have been made. Both qualitative and sufficiently
realistic correspondence of the results of numerical modeling to the experimental data, such as the non-
monotonic dependence of the cavity depth of segmented rods on the size of the gap between the segments,
has been obtainedΠΡΠΏΠΎΠ»Π½Π΅Π½Ρ ΡΠ΅ΡΠΈΠΈ ΡΠ°ΡΡΠ΅ΡΠΎΠ² Π²Π·Π°ΠΈΠΌΠΎΠ΄Π΅ΠΉΡΡΠ²ΠΈΡ ΡΠΏΠ»ΠΎΡΠ½ΡΡ
ΠΈ ΡΠ΅Π³ΠΌΠ΅Π½ΡΠΈΡΠΎΠ²Π°Π½Π½ΡΡ
ΡΡΠ΅ΡΠΆΠ½Π΅ΠΉ Ρ ΠΌΠ°ΡΡΠΈΠ²Π½ΡΠΌΠΈ Π±Π»ΠΎΠΊΠ°ΠΌΠΈ ΠΈ ΠΏΠ»Π°ΡΡΠΈΠ½Π°ΠΌΠΈ ΠΊΠΎΠ½Π΅ΡΠ½ΠΎΠΉ ΡΠΎΠ»ΡΠΈΠ½Ρ. ΠΡΠΎΠ²Π΅Π΄Π΅Π½Ρ ΡΡΠ°Π²Π½Π΅Π½ΠΈΡ Ρ Π΄Π°Π½Π½ΡΠΌΠΈ
ΡΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠΎΠ² Π΄Π»Ρ Π²Π΅ΡΠΈΡΠΈΠΊΠ°ΡΠΈΠΈ ΠΏΠ°ΡΠ°ΠΌΠ΅ΡΡΠΎΠ² ΠΌΠ°ΡΠ΅ΡΠΈΠ°Π»ΠΎΠ² Π² Π΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΡΠ»ΠΎΠ²ΠΈΡΡ
. ΠΠΎΠ»ΡΡΠ΅Π½ΠΎ ΠΊΠ°ΠΊ
ΠΊΠ°ΡΠ΅ΡΡΠ²Π΅Π½Π½ΠΎΠ΅, ΡΠ°ΠΊ ΠΈ Π΄ΠΎΡΡΠ°ΡΠΎΡΠ½ΠΎ ΡΠ΅Π°Π»ΠΈΡΡΠΈΡΠ½ΠΎΠ΅ ΡΠΎΠΎΡΠ²Π΅ΡΡΡΠ²ΠΈΠ΅ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΠΎΠ² ΡΠΈΡΠ»Π΅Π½Π½ΠΎΠ³ΠΎ ΠΌΠΎΠ΄Π΅Π»ΠΈΡΠΎΠ²Π°Π½ΠΈΡ
Π΄Π°Π½Π½ΡΠΌ ΡΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠΎΠ², ΡΠ°ΠΊΠΈΡ
ΠΊΠ°ΠΊ Π½Π΅ΠΌΠΎΠ½ΠΎΡΠΎΠ½Π½Π°Ρ Π·Π°Π²ΠΈΡΠΈΠΌΠΎΡΡΡ Π³Π»ΡΠ±ΠΈΠ½Ρ ΠΊΠ°Π²Π΅ΡΠ½Ρ ΡΠ΅Π³ΠΌΠ΅Π½ΡΠΈΡΠΎΠ²Π°Π½Π½ΡΡ
ΡΡΠ΅ΡΠΆΠ½Π΅ΠΉ ΠΎΡ Π²Π΅Π»ΠΈΡΠΈΠ½Ρ Π·Π°Π·ΠΎΡΠ° ΠΌΠ΅ΠΆΠ΄Ρ ΡΠ΅Π³ΠΌΠ΅Π½ΡΠ°ΠΌ