期刊文献+

径向冲击中心直裂纹巴西圆盘的复合型动态断裂分析 被引量:4

A DYNAMIC FRACTURE ANALYSIS OF CENTER-CRACKED BRAZILIAN DISC SPECIMENS UNDER MIXED MODE DIAMETRIC IMPACT LOADING
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摘要 中心直裂纹巴西圆盘试样可以用于脆性材料在纯Ⅰ型、纯Ⅱ型以及Ⅰ-Ⅱ复合型载荷下的动态断裂韧度的测试.通过改变径向冲击的加载角θ(加载方向相对于裂纹的倾斜角),可以方便地实现不同的Ⅰ、Ⅱ型动态断裂实验.本文用有限元软件ANSYS对试样进行动态复合型断裂模拟分析,研究了不同载荷、不同材料以及不同试样尺寸对动态无量纲应力强度因子的影响,得到了纯Ⅱ型加载所对应的加载角θⅡ的近似计算公式.对于在斜坡载荷作用下的复合型断裂,Ⅰ、Ⅱ型应力强度因子具有相似的时间历程曲线,其比值逐渐趋近于一个常数.本文给出了不同无量纲裂纹长度的试样在不同加载角下对应的Ⅰ、Ⅱ型无量纲应力强度因子的比值KⅠ(t)/KⅡ(t)(该比值称为复合比),利用该复合比,可以通过应变能密度因子准则求出试样的起裂角β0,得到的结果与文献给出的试验结果吻合得很好. The center - cracked Brazilian disc specimens can be used to measure dynamic fracture toughness under pure mode Ⅰ, pure mode Ⅱ, or mixed - mode loadings for brittle materials. The pure or differently mixed mode dynamic fracture test can be realized by changing the loading angle θ, which is the inclination angle of the loading diameter with respect to the center crack. The finite element software ANSYS was used to simulate the impact fracture tests of the specimens, and the effect of different types of loads, materials and specimen geometry on the dimensionless dynamic stress intensity factors were investigated. An approximate formula was proposed to calculate the loading angle θ Ⅱ for the pure mode Ⅱ loading. As for the mixed mode loading, when a ramp load was applied, the stress intensity factors of mode Ⅰ and mode Ⅱ had similar curves of time history, and the mixed -mode ratio of mode Ⅰ to mode Ⅱ stress intensity factor, i.e. KI( t)/KⅡ (t), was nearly a constant value. The ratios of specimens with different dimensionless crack length under different loading angle were presented. Using these values, the dynamic crack initiation angles β0 can be estimated based on the strain energy density factor criterion, and the estimation is in good agreement with the experimental results given in the references
出处 《动力学与控制学报》 2007年第1期75-82,共8页 Journal of Dynamics and Control
基金 国家自然科学基金资助项目(10472075)~~
关键词 中心直裂纹巴西圆盘 复合型动态断裂 纯Ⅱ型加载角θⅡ 无量纲应力强度因子 复合比K1(t)/KⅡ(t) 起裂角β0 center - cracked Brazilian disc, mixed mode dynamic fracture, pure mode Ⅱ loading angle θ H, dimensionless crack length, mixed -mode ratio KI (t)/K Ⅱ(t), crack initiation angle β0
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参考文献5

  • 1[3]Jia Z,Castro-Montero A,Shah SP.Observation of mixed mode fracture with center notched disk specimens.Cement and Concrete Research,1996,26 (1):125 ~ 137
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同被引文献38

  • 1李伟,谢和平,王启智.大理岩动态拉伸强度及弹性模量的SHPB实验研究[J].实验力学,2005,20(2):200-206. 被引量:10
  • 2李战鲁,王启智,李伟.边切槽圆盘试样的岩石动态断裂韧度实验[J].长江科学院院报,2006,23(2):54-57. 被引量:7
  • 3张盛,王启智.采用中心圆孔裂缝平台圆盘确定岩石的动态断裂韧度[J].岩土工程学报,2006,28(6):723-728. 被引量:28
  • 4左宇军,唐春安,朱万成,谭志宏.岩石类介质SHPB试验加载波形的数值分析[J].东北大学学报(自然科学版),2007,28(6):859-862. 被引量:10
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  • 6Huang Y, Liu C, Stout MG. A Brazilian disk for measuring fracture toughness of orthotropic materials. Acta Material, 1996, 44(3): 1223-1232.
  • 7Ayatollahi MR, Aliha MRM. Cracked Brazilian disc specimen subjected to mode II deformation. Engineering Fracture Mechanics, 2005, 72(44): 493-503.
  • 8山内良昭,中野元博,岸田敬三.混合モ一ト冲击下にぉける中央切欠煜板の动的ヱネルキ——解放率の评价.日本机械学会论文集,1997,63(616):2586-2591.
  • 9山内良昭,中野元博,岸田敬三等.中央切欠焜板を用混合モ一ト冲击下にぉけゐぜぃ性材料の破坏じん性の测定.材料,2000,49(12):1324-1329.
  • 10ERDOGAN F,SIH G C.On the crack extension in plates under plane loading and transverse shear[J].Journal of Basic Engineering,1963,85(4):519-527.

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