Dynamic Behavior of Coffee Branches: an Analysis Using the Finite Element Method

被引:1
|
作者
de Melo Junior, Wellington Washington Andrade [1 ]
Santos, Fabio Lucio [1 ]
Scinocca, Francisco [1 ]
da Rosa, Pablo Antunes [2 ]
Magalhaes, Ricardo Rodrigues [1 ]
机构
[1] Univ Fed Lavras, Dept Engn, Lavras, MG, Brazil
[2] Univ Fed Santa Catarina, Florianopolis, SC, Brazil
关键词
plagiotropic coffee branches; Finite Element Method; Modal Analysis; FRUIT-STEM SYSTEM; MECHANICAL-PROPERTIES; SIMULATION;
D O I
10.1590/1678-4324-2024220331
中图分类号
Q [生物科学];
学科分类号
07 ; 0710 ; 09 ;
摘要
The use of computational simulation techniques is an important tool for the coffee harvesting issues, particularly the finite element method. The method is widely used in the structural analysis of agricultural machinery, as well as in the analysis of the stresses and vibrations of coffee branches and peduncles during the harvesting process. The present study aimed to develop three-dimensional finite element models of the plagiotropic branches of the Catuai Vermelho variety of Arabica coffee in different positions along the orthotropic branches of the plant; considering high-fidelity models. Additionally, by considering the branches' experimental properties (physical-mechanical), the natural frequencies and vibration modes of the branches were determined by means of computer simulations. First, the geometric properties of the coffee branches were obtained by means of two images taken using a professional camera to obtain the input data of the virtual simulation. For the mechanical properties, it was used a semi-analytical digital scale, to obtain the mass of the specimens. The modulus of elasticity was determined using a universal testing machine. The variability in the simulated natural frequencies could be identified, which was on the order of 30% for the first frequency, regardless of the position of the branch in the plant. These values were lower for the other frequencies. Linear regression fits showed a coefficient of determination, and correlation tests were used to verify the relationship between the values obtained numerically and experimentally, which were validated by using experimental data using the modal analysis techniques.
引用
收藏
页数:12
相关论文
共 50 条
  • [21] FINITE ELEMENT ANALYSIS OF THE DYNAMIC BEHAVIOR OF ALUMINUM HONEYCOMBS
    Xu, Shanqing
    Ruan, Dong
    Beynon, John H.
    INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2014, 11
  • [22] Modeling the Flexural Dynamic Behavior of Axially Moving Continua by Using the Finite Element Method
    Tonoli, Andrea
    Zenerino, Enrico
    Amati, Nicola
    JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 2014, 136 (01):
  • [23] FINITE-ELEMENT ANALYSIS BRANCHES OUT
    KROUSE, JK
    MACHINE DESIGN, 1985, 57 (13) : 72 - 79
  • [24] Automated Finite Element Analysis of Tree Branches
    Shahbazi, Zahra
    Keane, Devon
    Avanzi, Domenick
    Evans, Lance S.
    JOURNAL OF COMPUTING AND INFORMATION SCIENCE IN ENGINEERING, 2017, 17 (04)
  • [25] AUTOMATED FINITE ELEMENT ANALYSIS ON TREE BRANCHES
    Keane, Devon
    Avanzi, Domenick
    Evans, Lance
    Shahbazi, Zahra
    PROCEEDINGS OF THE ASME INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCES AND COMPUTERS AND INFORMATION IN ENGINEERING CONFERENCE, 2016, VOL 1A, 2016,
  • [26] Nonlinear dynamic analysis of a curved beam structure using a finite element method
    Fotouhi, R
    INTEGRAL METHODS IN SCIENCE AND ENGINEERING, 2002, : 81 - 86
  • [28] Dynamic Crack Propagation Analysis Using Scaled Boundary Finite Element Method
    林皋
    朱朝磊
    李建波
    胡志强
    Transactions of Tianjin University, 2013, (06) : 391 - 397
  • [29] DYNAMIC ANALYSIS OF VISCOELASTIC STRUCTURES USING INCREMENTAL FINITE-ELEMENT METHOD
    CHEN, WH
    LIN, TC
    ENGINEERING STRUCTURES, 1982, 4 (04) : 271 - 276
  • [30] Dynamic crack propagation analysis using scaled boundary finite element method
    Lin G.
    Zhu C.
    Li J.
    Hu Z.
    Trans. Tianjin Univ., 2013, 6 (391-397): : 391 - 397