王家胜, 王东伟, 赵智豪. 超声波振动下农机触土部件-土壤相互作用力学特性[J]. 农业工程学报, 2021, 37(23): 35-41. DOI: 10.11975/j.issn.1002-6819.2021.23.005
    引用本文: 王家胜, 王东伟, 赵智豪. 超声波振动下农机触土部件-土壤相互作用力学特性[J]. 农业工程学报, 2021, 37(23): 35-41. DOI: 10.11975/j.issn.1002-6819.2021.23.005
    Wang Jiasheng, Wang Dongwei, Zhao Zhihao. Mechanical properties of soil-engaging components interacted with ultrasonic vibration in agricultural machinery[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2021, 37(23): 35-41. DOI: 10.11975/j.issn.1002-6819.2021.23.005
    Citation: Wang Jiasheng, Wang Dongwei, Zhao Zhihao. Mechanical properties of soil-engaging components interacted with ultrasonic vibration in agricultural machinery[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2021, 37(23): 35-41. DOI: 10.11975/j.issn.1002-6819.2021.23.005

    超声波振动下农机触土部件-土壤相互作用力学特性

    Mechanical properties of soil-engaging components interacted with ultrasonic vibration in agricultural machinery

    • 摘要: 为了揭示超声波高频振动条件下农机触土部件与土壤的相互作用力学特性,构建了该条件下农机触土部件运动理论模型,基于所建模型,分析了高频振动条件下触土部件与土壤间相互作用中的接触分离条件和冲击碎裂效应,理论上解析了超声波振动条件下触土部件碎土与降阻机理。设计建立了超声波振动触土部件土槽试验系统,试验研究了超声波高频振动条件下触土部件工作阻力和碎土特性。试验结果表明,超声波振动激励下,触土部件工作阻力比无振动状态明显降低,土壤硬度越大,其降阻率越高,当土壤硬度由1 MPa增加到4 MPa时,降阻率从22%上升到43%;在土壤含水率15%~30%范围内,含水率越低,降阻率越大,当含水率超过30%后,随含水率的增加,降阻率略有增大。由于超声波高频振动激励下工作的触土部件对土壤的冲击碎裂和能量传递作用,能够使其瞬时工作阻力的波动稳定性得到改善和获得更强的碎土作用。在土壤硬度为1 MPa时,工作阻力的波动稳定性改善不显著,随土壤硬度的增大,工作阻力波动度降低率明显增加,当土壤硬度为2.5和4 MPa时,对应工作阻力波动度降低率达37.1%和54.3%。该研究可为高频低幅振动农机触土部件应用方案的实施提供技术支撑。

       

      Abstract: Reducing the resistance of soil-engaging components can greatly contribute to the energy saving for a higher performance of agricultural machinery in modern agriculture. In this study, a motion theoretical model was constructed to investigate the mechanical properties of the soil-engaging components that interacted with the ultrasonic high-frequency vibration in agricultural machinery. A novel device with ultrasonic vibration was also developed to excite the key soil-engaging components, thereby reducing the operating resistance, high-power supporting power, and the impact on soil compaction. Specifically, the device was composed of the ultrasonic generator, transducer, horn, and soil blade. A systematic analysis was made on the contact separation and impact fragmentation in the interaction between the soil-engaging component with high-frequency vibration and soil. A blade with high-frequency vibration was utilized to produce the vibration impact with the small amplitude, but there was a great acceleration to the soil. Once the vibration speed was greater than the forward speed, the contact time between the blade and the soil was reduced significantly in this case. A theoretic analysis was then implemented to explore the specific mechanism for the soil crushing and resistance reduction of the soil-engaging component with ultrasonic vibration. A soil tank test system was designed to evaluate the performance of soil-engaging components with ultrasonic vibration. Some parameters were also optimized for the operating resistance and soil crushing characteristics of soil contacting parts with ultrasonic high-frequency vibration. The test results showed that the operating resistance of the soil-engaging component under the excitation of ultrasonic vibration was significantly lower than that under the non-vibration state. Furthermore, the greater the soil hardness was, the higher the operating resistance reduction rate was. The reduction rate of operating resistance increased from 22% to 43%, when the soil hardness increased from 1 to 4 MPa. Alternatively, the reduction rate of resistance was greater than before, as the moisture content decreased in the range of soil moisture content of 15%-30%. Once the soil moisture content exceeded 30%, the reduction rate of operating resistance increased slightly, with the increase of soil moisture content. Correspondingly, the fluctuation stability of instantaneous operating resistance was improved for a stronger soil crushing, due to the impact fragmentation and energy transfer of the soil-engaging component under the excitation of ultrasonic high-frequency vibration to the soil. In addition, the resistance fluctuation was averaged by the standard deviation of operating resistance, where the soil fragmentation was calculated by the soil particle size. Once the soil hardness was 1 MPa, the fluctuation stability of working resistance was not significantly improved in the soil-engaging component. The reduction rate of operating resistance increased significantly in the fluctuation, with the increase of soil hardness. The standard deviations for the reduction rate of operating resistance were 37.1% and 54.3%, respectively, when the values of soil hardness were 2.5 and 4 MPa. More importantly, the distribution of soil particles was tended to the direction of small size after the action of ultrasonic vibrating on the soil-engaging component, compared with that without vibration. This finding can provide strong technical support to the potential application of soil-engaging components under ultrasonic vibration with high frequency and low amplitude in agricultural machinery.

       

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