Vibration characteristics of the threaded connection between a projectile and a fuze during penetration

ZHANG Dongmei; GAO Shiqiao

doi:10.11883/bzycj-2021-0448

Volume 42 Issue 3

Apr. 2022

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Article Navigation > Explosion And Shock Waves > 2022 > 42(3): 033302

HUANG Feng, XU Ze-min. On blasting perturbation mechanism of rock burst in tunnel by dynamic photo-elasticity[J]. Explosion And Shock Waves, 2009, 29(6): 632-636. doi: 10.11883/1001-1455(2009)06-0632-05

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ZHANG Dongmei, GAO Shiqiao. Vibration characteristics of the threaded connection between a projectile and a fuze during penetration[J]. Explosion And Shock Waves, 2022, 42(3): 033302. doi: 10.11883/bzycj-2021-0448

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Vibration characteristics of the threaded connection between a projectile and a fuze during penetration

doi: 10.11883/bzycj-2021-0448

ZHANG Dongmei^1
,,
GAO Shiqiao²

1.
School of Mechanical and Electrical Engineering, North University of China, Taiyuan 030051, Shanxi, China
2.
State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing 100081, China

Received Date: 2020-12-04
Rev Recd Date: 2021-07-14

Available Online: 2022-01-08

Publish Date: 2022-04-07

Abstract

Abstract

In view of the projectile fuze system in the process of penetration, the vibration characteristics of the threaded connection between a projectile and a fuze were studied. An elastic model for the missile fuze threaded connection between projectile and fuze was established. This model took the uneven distribution characteristics of the thread load into consideration. Not only the distribution law of the thread load was given, but also the equivalent stiffness and vibration frequency of the threaded connection structure were given. At the same time, in order to verify the correctness of the model, the finite element simulation and the static tensile and impact tests of the spring thread connection structure were carried out. The frequency characteristics of the system were obtained by calculating the vibration characteristics of each structure and analyzing the measured overload signals. Finally, the vibration frequency of the projectile-fuze system was compared with the time-frequency analysis results of the measured overload signal. For impact load and static load, the results of calculation and test show that the load on the first thread close to the force action point is the largest, and the load on the threads far away from the action point decreases gradually. Compared with the static load, the first thread supports more load under the impact load. The stiffness of the screw connection structure is obviously lower than that of the fixed connection structure. By increasing the stiffness of the thread material, increasing the screw length and reducing the pitch, the natural frequency of the threaded connection structure can be effectively increased. Based on the time-frequency analysis of the penetration overload test signals, it is found that there is a signal having the same vibration frequency with that of the threaded connection structure. Moreover, the amplitude of this signal is very high and it has a great impact on the overload signal.
- thread connection between projectile and fuze,
- vibration characteristics,
- elastic model,
- equivalent stiffness,
- vibration frequency

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References(15)

References

[1]	DEN HARTOG J P. The mechanics of plate rotors for turbo-generators [J]. IEEE/ASME Transactions on Mechatronics, 1929, 51: 1–10.
[2]	SOPWITH D G. The distribution of load in screw threads [J]. Proceedings of the Institution of Mechanical Engineers, 1948, 159: 373–383. DOI: 10.1243/PIME_PROC_1948_159_030_02.
[3]	YAMATOTO A. The theory and computation of threads connection [M]. Tokoy: Yokendo, 1980.
[4]	ERAMO M D, CAPPA P. An experimental validation of load distribution in screw threads [J]. Experimental Mechanics, 1991, 31(1): 70–75. DOI: 10.1007/bf02325727.
[5]	ZHAO H. A numerical method for load distribution in threaded connections [J]. Journal of Mechanical Design, 1996, 118(2): 274–279. DOI: 10.1115/1.2826880.
[6]	CHAABAN A, JUTRAS M. Static analysis of buttress threads using the finite element method [J]. Journal of Pressure Vessel Technology, 1990, 114: 209–212. DOI: 10.1115/1.2929031.
[7]	DRAGONI E. Effect of nut compliance on screw thread load distribution [J]. The Journal of Strain Analysis for Engineering Design, 1990, 25(3): 147–150. DOI: 10.1243/03093247v253147.
[8]	KENNY B, PATTERSON E A. Load and stress distribution in screw threads [J]. Experimental Mechanics, 1985, 51: 1–10. DOI: 10.1007/BF02325089.
[9]	MILLER D L, MARSHEK K M, NAJI M R. Determination of load distribution in a threaded connection [J]. Mechanism & Machine Theory, 1983, 18(6): 421–430. DOI: 10.1016/0094-114X(83)90057-5.
[10]	CHEN J J, SHIH Y S. A study of the helical effect on the thread connection by three dimensional finite element analysis [J]. Nuclear Engineering and Design, 1999, 191(2): 109–116. DOI: 10.1016/S0029-5493(99)00134-X.
[11]	SUN F. Analysis of the screw thread connection strength based on nonlinear finite element method [J]. Applied Mechanics and Materials, 2013, 301–403: 55–58.DOI. DOI: 10.4028/www.scientific.net/AMM.401-403.55.
[12]	CHAABAN A, MUZZO U. Finite element analysis of residual stresses in threaded end closures [J]. Journal of pressure vessel technology, 1991, 113(3): 398–401. DOI: 10.1115/1.2928773.
[13]	BRETI J L, COOK R D. Modeling the load transfer in threaded connections by the finite element method [J]. International Journal for Numerical Methods in Engineering, 1979, 14(9): l359–1377. DOI: 10.1002/nme.1620140909.
[14]	张冬梅, 高世桥, 牛少华. 侵彻过程中螺纹连接结构的应力传递仿真分析 [J]. 兵工学报, 2014, 36: 284–288. ZHANG D M, GAO S Q, NIU S H. Simulation analysis of stress transmission of screw joint structures during projectile penetration [J]. Acta Armamentarii, 2014, 36: 284–288.
[15]	ZHANG D M, GAO S Q, XU X. A new computational method for bolted-joint stiffness [J]. Advances in Mechanical Engineering, 2016, 8(11): 1–9. DOI: 10.1177/1687814016682653.

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