The dynamics of cavitation bubble is analyzed in the compressible fluid by use of the boundary integral equation considering the compressibility. After the vertical incidence of plane wave to the rigid wall, the motion characteristics of single cavitation bubble near the rigid wall with initial equilibrium state are researched with different parameters. The results show that after the driving of acoustic wave, the cavitation bubble near the rigid wall will expand or contract, and generate the jet pointing to the wall. Also, the existence of the wall will elongate time for one oscillation. With the compressible model, the oscillation amplitude is reduced, as well as the peak value of inner pressure and jet tip velocity. The effect of the wall on oscillation amplitude is limited. However with the increment of initial vertical distance, the effect of wall on the jet velocity is from acceleration to limitation, and finally to acceleration again.
In this paper, a numerical method is established to analyze the response of fluid-filled structure to underwater explosion with cavitation and the validation of the method is illustrated. In the present implementation, the second-order doubly asymptotic approximation(DAA2) other than curved wave approximation(CWA)is used to simulate non-reflecting boundary. Based on the method, the difference between DAA2non-reflecting boundary and CWA non-reflecting boundary is investigated; then, the influence of internal fluid volume and the influence of cavitation on dynamic response of spherical shell are analyzed. Compared with CWA non-reflecting boundary, DAA2non-reflecting boundary treats added mass effects better. When the internal fluid is full, the displacement and velocity of spherical shell decrease, but, when the internal fluid is half, the displacement and velocity of spherical shell increase. The effect of cavitation is more obvious at the trailing point than at the leading point of spherical shell.
This paper is concerned with the free vibration analysis of open circular cylindrical shells with either the two straight edges or the two curved edges simply supported and the remaining two edges supported by arbitrary classical boundary conditions. Based on the Donnell-Mushtari-Vlasov thin shell theory, an analytical solution of the traveling wave form along the simply supported edges and the modal wave form along the remaining two edges is obtained. With such a unidirectional traveling wave form solution, the method of the reverberation-ray matrix is introduced to derive the equation of natural frequencies of the shell with different classical boundary conditions. The exact solutions for natural frequencies of the open circular cylindrical shell are obtained with the employment of a golden section search algorithm. The calculation results are compared with those obtained by the finite element method and the methods in the available literature. The influence of length, thickness, radius, included angle, and the boundary conditions of the open circular cylindrical shell on the natural frequencies is investigated. The exact calculation results can be used as benchmark values for researchers to check their numerical methods and for engineers to design structures with thin shell components.
在舰船结构水下爆炸试验中,为了研究水下爆炸条件下水中自由场压力载荷的时频特征,针对某水下爆炸试验自由场压力测试试验数据,基于小波分析对信号进行时频特性分析,得到水中自由场压力信号的时频分布和能量分布状况。分析结果表明:针对水下爆炸自由场压力载荷,基于小波分析技术对其时频特征进行分析,可得到水下爆炸自由场压力载荷所包含的频率信息、强度信息以及不同频段下的载荷持续作用时间等信息;另外,可对冲击波、滞后流和二次压力波这3个不同信号阶段进行频段与能量统计分析;在不同频段上对冲南击信号的能量进行统计发现,冲击波阶段在8 k Hz以下频段集中了超过90%的能量,其中4 k Hz以下频段的能量最大,在滞后流和二次压力波阶段,需特别重视250 Hz以下的低频段对船体结构及设备的影响,该结果对舰船结构及设备的抗冲击防护具有借鉴意义。
