黄筱调. 浅裂纹三点弯曲试件的静水应力σH[J]. 工程科学学报, 1999, 21(3): 280-283. DOI: 10.13374/j.issn1001-053x.1999.03.018
引用本文: 黄筱调. 浅裂纹三点弯曲试件的静水应力σH[J]. 工程科学学报, 1999, 21(3): 280-283. DOI: 10.13374/j.issn1001-053x.1999.03.018
Huang Xiaodiao. Analysis of Hydrostatic Stresses for Three-point Bend Specimenwith Shallow Crack[J]. Chinese Journal of Engineering, 1999, 21(3): 280-283. DOI: 10.13374/j.issn1001-053x.1999.03.018
Citation: Huang Xiaodiao. Analysis of Hydrostatic Stresses for Three-point Bend Specimenwith Shallow Crack[J]. Chinese Journal of Engineering, 1999, 21(3): 280-283. DOI: 10.13374/j.issn1001-053x.1999.03.018

浅裂纹三点弯曲试件的静水应力σH

Analysis of Hydrostatic Stresses for Three-point Bend Specimenwith Shallow Crack

  • 摘要: 通过对滑移线场分析,得出静水应力与ω,β的简单关系式.根据三维有限元计算结果,得出了裂尖处静水应力分布情况,分析了影响浅裂纹静水应力减小的原因,并验证了滑移线场分析中提出关于βω论点的合理性.

     

    Abstract: The simple relationship between ω, β and the hydrostatic stress by using theory of slip line field was gained. According to the results of three-dimension FEM computation, the distribution of hydrostatic stress at crack tip has been obtained, the reason about the influence on the decrease of hyfrostatic stress of shallow notch has been analyzed, and the reasonable viewpoint of β and ω in analysis of slip line field has been verified. A new method is provided for theory analysis of shallow crack on the elastic-plastic fracture.

     

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