• CN:11-2187/TH
  • ISSN:0577-6686

›› 2013, Vol. 49 ›› Issue (9): 135-143.

• 论文 • 上一篇    下一篇

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种植于红粘土的木薯块根挖掘作业数值模拟

杨望;杨坚;贾丰云;王秋羽;黄亦其   

  1. 广西大学机械工程学院
  • 发布日期:2013-05-05

Numerical Simulation of Digging Operation of Cassava Root Planted in Red Clay

YANG Wang;YANG Jian;JIA Fengyun;WANG Qiuyu;HUANG Yiqi   

  1. College of Mechanical Engineering, Guangxi University
  • Published:2013-05-05

摘要: 针对种植于红粘土的木薯块根挖掘作业,采用有限元法(Finite element method, FEM)和光滑粒子流体动力学(Smoothed particle hydrodynamics, SPH)的耦合算法及修正的莫尔-库仑屈服准则,建立木薯块根挖掘作业耦合计算模型,并进行物理试验验证。利用该计算模型对挖掘松土过程进行数值模拟,在细观上研究挖掘铲的松土机理和块根的变形过程。采用二次回归通用旋转设计方法和带精英策略的快速非支配排序遗传算法(NSGA-Ⅱ),研究挖掘铲结构参数交互作用对牵引阻力、松土效果和块根最大有效应力的影响规律及对挖掘铲结构参数进行优化。结果表明,所建立的耦合计算模型适用于挖掘作业时土壤产生大变形的数值模拟研究。土壤被铲尖抬起,产生弯折、剪切破裂是土壤疏松的主要原因;在挖掘松土过程中,块根受土壤挤压产生弯曲变形。大的入土角和小的翼张角组合、大的入土角和大的铲宽组合、大的铲宽和小的翼张角组合,松土程度大,但小的入土角和小的铲宽组合、大的翼张角和小的铲宽组合,牵引阻力小,且大的翼张角和小的铲宽组合,块根最大有效应力小;挖掘铲结构参数的优组合如下:入土角为28°,翼张角为64°,铲宽为38 cm,其松土程度为20.83 mm,牵引阻力为8 641 N。

关键词: 参数优化, 机理, 木薯块根, 数值模拟, 挖掘铲, 影响

Abstract: In view of digging operation of cassava roots planted in red clay, a coupling calculation model is developed to carry out numerical simulation of loosening soil and the precision of the coupling calculation model is verified by physical experiment. Modified Mohr-Coulomb yield criterion, and the coupling algorithm of finite element method (FEM) and smoothed particle hydrodynamics (SPH) are applied in the coupling calculation model. Based on the numerical simulation, loosening soil mechanism of the digging shovel and deformation of cassava roots are studied at micro level. By using quadratic regression general rotary design method and non-dominated sorting generic algorithm (NSGA-Ⅱ), the influence of interactive effect between structural parameters of digging shovel on traction resistance, loosening soil and maximum effective stress of cassava roots are investigated , and the optimal combination of structural parameters is obtained. The results show that the coupling calculation model is suitable for the research on numerical simulation of soil large deformation in digging operation. Soils are bended and thus broken into fragments when they are uplifted by the digging shovel, which is the main reason for soil loosening. Extrusion of soils leads to bending deformation of the cassava roots during soil loosening. With the combination of large penetration angle and small wingspan angle of the shovel, or large penetration angle and large width of the shovel, or large width and small wingspan angle of the shovel, soil loosening is improved. But with the combination of small penetration angle and small wingspan angle of the shovel or large wingspan angle and small width of the shovel, traction resistance would decrease, and with the latter combination, maximum effective stress of cassava roots also decrease. The optimal combination of structural parameters is as follows: penetration angle α=28o, wingspan angle β=64o and shovel width 380 mm. Under such working conditions, the extent of soil loosening is 20.83 mm and traction resistance is 8 641 N.

Key words: Cassava root, Digging shovel, Influence, Mechanism, Numerical simulation, Parameter optimization

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