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    金屬薄板面內壓剪變形的損傷斷裂行為

    錢凌云 馬騰云 安鵬 紀婉婷 孫朝陽

    錢凌云, 馬騰云, 安鵬, 紀婉婷, 孫朝陽. 金屬薄板面內壓剪變形的損傷斷裂行為[J]. 工程科學學報, 2021, 43(2): 263-272. doi: 10.13374/j.issn2095-9389.2020.09.23.002
    引用本文: 錢凌云, 馬騰云, 安鵬, 紀婉婷, 孫朝陽. 金屬薄板面內壓剪變形的損傷斷裂行為[J]. 工程科學學報, 2021, 43(2): 263-272. doi: 10.13374/j.issn2095-9389.2020.09.23.002
    QIAN Ling-yun, MA Teng-yun, AN Peng, JI Wan-ting, SUN Chao-yang. Damage and fracture behavior of a metal sheet under in-plane compression–shear deformation[J]. Chinese Journal of Engineering, 2021, 43(2): 263-272. doi: 10.13374/j.issn2095-9389.2020.09.23.002
    Citation: QIAN Ling-yun, MA Teng-yun, AN Peng, JI Wan-ting, SUN Chao-yang. Damage and fracture behavior of a metal sheet under in-plane compression–shear deformation[J]. Chinese Journal of Engineering, 2021, 43(2): 263-272. doi: 10.13374/j.issn2095-9389.2020.09.23.002

    金屬薄板面內壓剪變形的損傷斷裂行為

    doi: 10.13374/j.issn2095-9389.2020.09.23.002
    基金項目: 國家自然科學基金資助項目(51805023);北京市自然科學基金資助項目(3184056);中央高校基礎科研業務費資助項目(FRF-TP-20-009A2);中南大學高性能復雜制造國家重點實驗室開放基金資助項目(Kfkt2017-03)
    詳細信息
      通訊作者:

      E-mail:qianly@ustb.edu.cn

    • 中圖分類號: TG30

    Damage and fracture behavior of a metal sheet under in-plane compression–shear deformation

    More Information
    • 摘要: 相變誘導塑性鋼(TRansformation induced plasticity, TRIP)作為常用的先進高強鋼在汽車等交通工具的輕量化方面有廣泛的應用前景。而對于其復雜零件的成形過程,韌性斷裂是不可忽視的問題之一。本文針對現有實驗裝置不易誘發薄板承受面內壓剪時斷裂失效,從而無法研究板料負應力三軸度區間斷裂行為的問題,以高強鋼TRIP800薄板為研究對象,設計了可在單向試驗機完成壓剪實驗的試樣和夾具。通過調整夾具旋轉角度和試樣裝夾位置可以實現同一種試樣在廣泛的負應力三軸度范圍內進行壓剪斷裂分析。基于ABAQUS/Explicit平臺建立了三個典型加載方向20°、30°和45°對應的壓剪過程有限元模型,分析表明:三種情況的試樣局部變形區域的應力三軸度都小于0且斷裂點的應力三軸度低至?0.485,驗證了設計的裝置可實現負應力三軸度區間的斷裂失效分析,同時基于MMC斷裂準則分析了不同應力狀態的初始損傷情況及損傷擴展路徑。

       

    • 圖  1  板料面內壓剪實驗原理示意圖

      Figure  1.  Schematic of the in-plane compression–shear experiment

      圖  2  試樣結構和尺寸圖。(a)結構圖;(b)尺寸圖(單位: mm)

      Figure  2.  Geometrical characteristics and dimensions of the specimen: (a) structure diagram;(b) dimensions diagram (unit: mm)

      圖  3  實驗夾具組件與裝配

      Figure  3.  Experimental setup of the in-plane compression–shear experiment

      圖  4  夾具體安全性分析

      Figure  4.  Safety analysis of fixture

      圖  5  試樣有限元網格

      Figure  5.  Finite element mesh of the specimen

      圖  6  TRIP800鋼板的應力–應變曲線

      Figure  6.  True stress–plastic strain curve of the TRIP800 sheet

      圖  7  三種加載角度的載荷?位移曲線

      Figure  7.  Force–displacement responses of three loading angles

      圖  8  α=45°時試樣局部變形區損傷演化圖。(a)d=3.9 mm;(b)d=4.1 mm;(c)d=4.3 mm;(d)d=4.7 mm

      Figure  8.  Damage evolution of the local deformation zone of the specimen for α = 45°: (a) d=3.9 mm; (b) d=4.1 mm; (c) d=4.3 mm; (d) d=4.7 mm

      圖  9  三種加載角度試樣局部變形區在初始斷裂時刻的應力三軸度

      Figure  9.  Stress triaxiality in local deformation zones for specimens under different loading angles at fracture onset

      圖  10  三種加載角度試樣變形區不同位置η的演化圖

      Figure  10.  Evolution of η at different positions during the experiment under different loading angles

      圖  11  不同加載角度時試樣損傷因子D隨加載位移d的演化圖

      Figure  11.  Evolution of a damage factor D with loading displacement d for different loading angles

      表  1  H13鋼和40Cr的材料屬性

      Table  1.   Material properties of H13 and 40Cr

      MaterialDensity/
      (kg?m?3)
      Young’s
      modulus/
      MPa
      Poisson’s
      ratio
      Yield strength/
      MPa
      Tensile strength/
      MPa
      H1378502100000.315501800
      40Cr79002100000.28785810
      下載: 導出CSV

      表  2  三個方向的厚向異性系數及Hill’48函數的六個各向異性參數

      Table  2.   Three Lankford ratios and six anisotropic parameters of the Hill’48 function

      r0r45r90GKMNPQ
      0.870.811.030.4520.5350.4651.51.51.289
      下載: 導出CSV

      表  3  不同加載角度試樣的初始斷裂應變和應力三軸度關系

      Table  3.   Initial fracture strain and stress triaxiality at the fracture onset of specimens under different loading angles

      Loading angle, α/(°)DisplacementFracture strainStress triaxiality, η
      202.10.60?0.485
      302.70.75?0.424
      454.11.06?0.419
      下載: 導出CSV
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    • 收稿日期:  2020-09-23
    • 刊出日期:  2021-02-26

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