Research on the mechanism of adhesion and blockage of mulching device of ridging and mulching machine

IF 2.8 3区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS
Qinxue Zhao, Fei Dai, Shilin Zhang, Haifu Pan, Pengqing Xu, Hengshan Zhou
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引用次数: 0

Abstract

Aiming at the difficult problem that the surface of the chute of the mulching device is easy to be clogged with clay when the starter mulching machine operates under the wet and sticky soil environment, the study designed a bionic convex bag chute based on the effect of bionic adhesion reduction and studied its adhesion reduction and desorption characteristics to further explore the mechanism of bionic convex bag adhesion reduction and desorption. Firstly, according to the surface characteristic parameters of the convex packet microstructure of the dung beetle head, 13 kinds of bionic convex packet soil chute were designed in Solidworks2023 software, and Hertz-Mindlin with JKR model was chosen as the contact model of wet soil particles, and then, the simplified model of the mulching device was imported into EDEM2022.2 software for the mulching simulation analysis. Finally, the soil adhesion simulation data were imported into Design-Expert13 software and analyzed by Box–Behnken experimental design and results to obtain the optimal dimensions of the surface bump structure of the biomimetic chute as follows: The bump diameter is 4.68 mm, the height of the bump is 1.5 mm, and the area of the bump is 47.86%. Field tests were carried out at the off-campus test base to verify the reliability of the simulation analysis, and it is known through orthogonal tests that the four factors of the bionic convex bag skidding trough adhesion test indexes affect the amount of adherent soil in the order from the largest to the smallest, namely, the soil moisture content, the type of skidding troughs, scraper spacing, and the operating speed. The results of the validation and comparison test show that the viscosity reduction and desorption effects of the bionic convex bag chute are I, II, and III in descending order, and the test results are highly consistent with the results obtained in the EDEM simulation, which verifies the reliability of the simulation model, among which the viscosity reduction of the bionic convex bag chute I is the best, and the average amount of soil adhesion in the soil with water content of 20%, 25%, and 30% is reduced by 36.27%, 17.08%, and 9.57%, respectively, compared to that of the prototypical chute. The results of the study can provide a feasible research method for the investigation of the viscosity reduction mechanism of the soil touching parts of the ridging mulching machine and the optimization design of the structural improvement.

Abstract Image

Abstract Image

垄式复盖机复盖装置粘堵机理研究
针对启动式覆盖机在潮湿粘土环境下运行时覆盖装置滑槽表面容易被粘土堵塞的难题,本研究设计了一种基于仿生减粘效果的仿生凸袋滑槽,并对其减粘解吸特性进行了研究,进一步探索仿生凸袋减粘解吸机理。首先,根据屎壳壳虫头部凸包微结构的表面特征参数,在Solidworks2023软件中设计了13种仿生凸包土壤溜槽,并选择采用JKR模型的Hertz-Mindlin作为湿土颗粒的接触模型,然后将覆盖装置的简化模型导入EDEM2022.2软件中进行覆盖仿真分析。最后,将土壤粘附模拟数据导入design - expert13软件,通过Box-Behnken实验设计及结果分析,得到仿生滑槽表面凹凸结构的最佳尺寸为:凹凸直径4.68 mm,凹凸高度1.5 mm,凹凸面积47.86%。为验证模拟分析的可靠性,在校外试验基地进行了现场试验,通过正交试验可知,仿生凸袋滑槽黏附试验指标的四个因素对黏附土量的影响顺序由大到小,即土壤含水量、滑槽类型、刮板间距、运行速度。验证和比较测试的结果表明,降低粘度和解吸的影响仿生凸袋槽是我,II, III降序排列,和测试结果高度一致EDEM仿真的结果,验证了仿真模型的可靠性,其中仿生凸包的粘度降低槽我是最好的,和平均数量的土壤粘附在土壤含水量为20%,25%,与原型溜槽相比,分别降低了36.27%、17.08%和9.57%。研究结果可为垄式地膜机接触部位降粘机理的研究和结构改进的优化设计提供可行的研究方法。
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来源期刊
Computational Particle Mechanics
Computational Particle Mechanics Mathematics-Computational Mathematics
CiteScore
5.70
自引率
9.10%
发文量
75
期刊介绍: GENERAL OBJECTIVES: Computational Particle Mechanics (CPM) is a quarterly journal with the goal of publishing full-length original articles addressing the modeling and simulation of systems involving particles and particle methods. The goal is to enhance communication among researchers in the applied sciences who use "particles'''' in one form or another in their research. SPECIFIC OBJECTIVES: Particle-based materials and numerical methods have become wide-spread in the natural and applied sciences, engineering, biology. The term "particle methods/mechanics'''' has now come to imply several different things to researchers in the 21st century, including: (a) Particles as a physical unit in granular media, particulate flows, plasmas, swarms, etc., (b) Particles representing material phases in continua at the meso-, micro-and nano-scale and (c) Particles as a discretization unit in continua and discontinua in numerical methods such as Discrete Element Methods (DEM), Particle Finite Element Methods (PFEM), Molecular Dynamics (MD), and Smoothed Particle Hydrodynamics (SPH), to name a few.
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