三点弯曲梁中折裂纹应力强度因子的有限元分析

    The Finite Element Analysis of the SIFs of Off-Center Kinked Cracks in Three-Point Bending Beams

    • 摘要: 用奇异等参元研究了三点弯曲梁中偏置折裂纹的应力强度因子.计算表明,用相应斜裂纹来代替折裂纹计算应力强度因子是更合理的.对β=25.5°的斜裂纹首次得出了拟合公式.本文还就缝端单元尺寸与过渡单元尺寸的选取以及联接单元的划分等影响计算结果精度的重要问题作了讨论.

       

      Abstract: A study on the Stress Intensity Factors (SIFs) of off-center kinked cracks in the three-point bending beams has been conducted using the Singular Isoparametric Element Method. The microcomputer program used to calculate the SIFs of cracks is reliable and easy to run. The calculated results show that it is more reasonable to substitute kinked cracks by corresponding inclined cracks in the calculation process. Also, the fitting formulae about the SIFs of inclined cracks of β=25.5°are made through a series of calculations. Moreover, significant problems which would affect the accuracy of the results, such as selection of the size of the crack tip element and the transition element, and the demarcation of the connective elements, etc., are discussed in this paper.

       

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