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一種光敏樹脂結構的力學性能

朱冬梅 丁峰 劉海平 劉國勇

朱冬梅, 丁峰, 劉海平, 劉國勇. 一種光敏樹脂結構的力學性能[J]. 工程科學學報, 2019, 41(4): 512-520. doi: 10.13374/j.issn2095-9389.2019.04.012
引用本文: 朱冬梅, 丁峰, 劉海平, 劉國勇. 一種光敏樹脂結構的力學性能[J]. 工程科學學報, 2019, 41(4): 512-520. doi: 10.13374/j.issn2095-9389.2019.04.012
ZHU Dong-mei, DING Feng, LIU Hai-ping, LIU Guo-yong. Mechanical properties of a photosensitive resin structure[J]. Chinese Journal of Engineering, 2019, 41(4): 512-520. doi: 10.13374/j.issn2095-9389.2019.04.012
Citation: ZHU Dong-mei, DING Feng, LIU Hai-ping, LIU Guo-yong. Mechanical properties of a photosensitive resin structure[J]. Chinese Journal of Engineering, 2019, 41(4): 512-520. doi: 10.13374/j.issn2095-9389.2019.04.012

一種光敏樹脂結構的力學性能

doi: 10.13374/j.issn2095-9389.2019.04.012
基金項目: 

國家留學基金委資助項目 201706465022

裝備預研重點實驗室基金 614220402011704

詳細信息
    通訊作者:

    朱冬梅, E-mail: zdm@ustb.edu.cn

  • 中圖分類號: TG142.71

Mechanical properties of a photosensitive resin structure

More Information
  • 摘要: 新設計三維打印光敏樹脂結構,其主要用在減震隔震組合結構中作為阻尼元件.首先利用微機控制電子試驗機對其進行靜力加載試驗,得到靜載下載荷—位移特性曲線,并計算得到特定點處等效彈性模量,利用疲勞機進行動力加載試驗,得到結構件在從5 Hz到20 Hz不同頻率下滯回曲線,并計算出相應等效阻尼系數.基于有限元法,建立光敏樹脂結構有限元模型,并以和實驗相同的工況進行靜力學和動力學計算分析,并對試驗數據和數值計算結果進行對比,得到計算結果與實測結果吻合良好,從而驗證有限元模型的可行性.在此基礎上通過有限元計算方法,研究不同幾何參數縫隙寬度、內弧半徑、外弧半徑、厚度對光敏樹脂結構特定點等效彈性模量以及等效阻尼系數的影響.此結構受力時,縱向保持剛度輸出,維持小變形,橫向位移放大,具有良好的減振和抵抗變形的能力.

     

  • 圖  1  光敏樹脂結構示意圖

    Figure  1.  Schematic of the photosensitive resin structure

    圖  2  光敏樹脂結構應變片位置

    Figure  2.  Position of the resistance strain chips

    圖  3  光敏樹脂結構實驗加載過程

    Figure  3.  Photo of the loading process

    圖  4  載荷—位移曲線

    Figure  4.  Load—displacement curves

    圖  5  光敏樹脂結構實驗件加載示意圖

    Figure  5.  Installation diagram

    圖  6  實驗現場加載圖

    Figure  6.  Image of the experimental process

    圖  7  不同頻率下的力—位移曲線

    Figure  7.  Hysteresis loops under different frequencies

    圖  8  不同頻率下等效阻尼系數

    Figure  8.  Equivalent damping ratio under different frequencies

    圖  9  光敏樹脂結構有限元模型.(a) 有限元模型; (b) 網格模型

    Figure  9.  Finite element model of the photosensitive resin structure: (a) finite element model; (b) mesh model

    圖  10  應力云圖

    Figure  10.  Stress cloud contour

    圖  11  靜力實驗與數值模擬對比

    Figure  11.  Comparison between test data and calculation results

    圖  12  不同頻率下實驗和仿真曲線.(a) 5 Hz; (b) 10 Hz; (c) 15 Hz; (d) 20 Hz

    Figure  12.  Hysteresis loops under different frequencies: (a) 5 Hz; (b) 10 Hz; (c) 15 Hz; (d) 20 Hz

    圖  13  等效阻尼系數實驗值和仿真值對比

    Figure  13.  Comparison of equivalent damping ratio

    圖  14  不同縫隙寬度下的等效彈性模量

    Figure  14.  Equivalent elastic modulus for different slot widths

    圖  15  不同內弧半徑下的等效彈性模量

    Figure  15.  Equivalent elastic modulus for different inner arcs

    圖  16  不同外弧下的等效彈性模量

    Figure  16.  Equivalent elastic modulus for different outer arcs

    圖  17  不同厚度下的等效彈性模量

    Figure  17.  Equivalent elastic modulus for different thicknesses

    圖  18  不同內弧10 Hz下的滯回曲線

    Figure  18.  Hysteresis curves at 10 Hz under different inner arcs

    圖  19  不同內弧10 Hz下的等效阻尼系數

    Figure  19.  Equivalent damping ratio at 10 Hz under different inner arcs

    圖  20  不同外弧10 Hz下的滯回曲線

    Figure  20.  Hysteresis curves at 10 Hz under different outer arcs

    圖  21  不同外弧10 Hz下的等效阻尼系數

    Figure  21.  Equivalent damping ratio at 10 Hz under different outer arcs

    圖  22  不同厚度10 Hz下的滯回曲線

    Figure  22.  Hysteresis curves at 10 Hz under different thicknesses

    圖  23  不同厚度10 Hz下的等效阻尼系數

    Figure  23.  Equivalent damping ratio at 10 Hz under different thicknesses

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  • 收稿日期:  2018-03-06
  • 刊出日期:  2019-04-01

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