基于COSC试样的表面裂纹延性断裂韧性试验方法

TEST METHOD FOR DUCTILE FRACTURE TOUGHNESS OF SURFACE-CRACKED COSC SPECIMENS

  • 摘要: 基于能量密度等效方法建立了含半椭圆表面裂纹C形环(C-shaped Outside Semi-ellipse-notched Compression, COSC)试样的准静态延性断裂试验方法,结合有限元分析获得了裂纹前沿不同位置的J积分分布规律。通过开展45钢和A5083钢的COSC试样准静态断裂韧性试验,结合J积分分布规律,得到表面裂纹前沿不同位置处的J阻力曲线。有限样本下的试验结果表明:初始裂纹尺寸与J阻力曲线呈现负相关。通常裂纹前沿最深处对应的J阻力曲线最高。然而,随着表面裂纹进一步扩展,自由表面附近的Ji值显著上升,出现了自由表面附近(φ/π=0.1与φ/π=0.3)的数值超过φ/π=0.5位置处的J阻力曲线现象。

     

    Abstract: Based on the energy density equivalence method, a quasi-static ductile fracture testing method was established for C-shaped Outside Semi-ellipse-notched Compression (COSC) specimens. A finite element analysis was performed to obtain the J-integral distribution along the crack front. Quasi-static fracture toughness tests were conducted on COSC specimens made of 45 steel and of A5083 steel. By integrating the J-integral distribution, the J-resistance curves at different locations along the surface crack front were determined. The experimental results from limited samples show a negative correlation between the initial crack size and the J-resistance curves. Typically, the J-resistance curve is highest at the deepest point of the crack front. However, as the surface crack propagates, the J-integral near the free surface increases significantly. At certain propagation stages, the J-resistance curves near the free surface (φ/π=0.1 and φ/π=0.3) exceed that at the deepest point (φ/π=0.5).

     

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