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Study on Radiation Acoustic Field due to Cavitation Bubble near Rigid Wall
ZHANG Peng-li;LIN Shu-yu;ZHANG Hai-juan;ZHANG Tao
   2012, 32 (3): 104-107.   DOI: 10.3969/j.issn.1006-1355.2012.03.024
Abstract1498)            Save
The radiation acoustic field due to cavitation bubbles collapse near the rigid wall was studied. And the sound pressure distribution of the radiation field due to a single bubble and double bubbles near the rigid wall was obtained. This study shows that due to the impact of rigid wall the acoustic radiation of cavitation bubbles becomes some directional. The distribution of radiation pressure by double bubbles depends on the bubbles’ collapse time, the distance between bubbles, and the initial radius of the cavitation bubbles. Considering the phase superposition of sound pressures, radiation pressure at the measurement points depends on sound pressure amplitude p of the bubbles, and the sound path difference of the two bubbles to the observation point, [Δ1=l12sinθ1] and [Δ2=l22sinθ2]. This computation process and result may provide some basis for the cavitation calculation near the rigid wall, and a theoretical basis for radiation sound field analysis of multi-bubble cavitation. It is also helpful for improvement of kinematic equations of cavitation bubbles.
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Analysis of the Influence of Weather Conditions on Automatic Monitoring of Noise
ZHANG Jin-yan;ZHANG Peng;XU Yang
   2011, 31 (3): 153-155.   DOI: 10.3969/j.issn.1006-1355-2011.03.036
Abstract1870)            Save
How much can weather conditions influence the effectiveness of automatic monitoring of noise? And is it necessary to carry on synchronous meteorological monitoring for the noise automatic monitoring? In order to answer these questions, a deep analysis is required. Based on the monitoring data and related information, the correlation between sound level and wind speed is analyzed. The results indicate that wind speed should be measured simultaneously in noise automatic monitoring to ensure the reasonableness and accuracy of the data. The noise monitoring data must be modified or validated according to wind speed monitoring data.
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《Dynamical Response Failure Mode Based Reliability Analysis of a Cantilever Rotor》
ZHANG Pengfei;JING Jianping;MENG Guang;WANG Yuhua;ZHANG Lixin
   2009, 29 (5): 58-61.   DOI: 10.3969/j.issn.1006-1355.2009.05.016
Abstract2410)      PDF(pc) (1392KB)(1172)       Save

Cantilever rotor is the key component part of mechanical equipment. Based on the failure mode of dynamic response of the cantilever rotor, the ensitivity factors which affect structure reliability, such as load, size of structure, properties of materials, are analyzed. The utmost equations of the cantilever rotor in both static and dynamic states are built. Each equation is linearized at the average point by Taylor Expansion scheme. The reliability of structure is calculated by employing the theory of the primary second moment. The reliability results of considering and ignoring the inertial force respectively are compared mutually and analyzed. Then, an effective reliability analysis method for cantilever rotor is established.

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《Analysis of Vibration Reduction Effect of Damped Wheels》
ZHANG Peng-Fei;LEI Xiao-yan
   2009, 29 (5): 23-26.   DOI: 10.3969/j.issn.1006-1355.2009.05.007
Abstract2707)      PDF(pc) (1444KB)(1190)       Save

Constrained damping treating is made on wheel’s surface for domestic standard wheels of passenger trains. Six types of damped wheels are designed. Standard and damped wheel models are built with ANSYS and the effects of thickness of damped layer, material and thickness of constrained layer on reducing wheel vibration are analyzed respectively. Then structural loss factors of these wheels are calculated by means of FEM method. The analysis has demonstrated that if the thicknesses of the damping layer and constraint layer are larger, the vibration reduction will be more effective. The effect of vibration reduction of such damped wheels with steel constraint ayer is obviously better than those damped wheels with aluminum constraint layer. And the structural loss factors of the damped wheels are much larger than those of the standard wheels. Most structural loss factors are above 0.003 under different working conditions within the frequency range of 1500 Hz to 5000Hz.

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