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一种岩石断裂韧度试样应力强度因子的三维边界元法标定 被引量:1

Three-Dimensional Boundary Element Calibration of Stress Intensity Factors for a Fracture Toughness Specimen of Rock
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摘要 用三维边界元法(BEM)标定了一种岩石断裂韧度试样的柔度,求出了这种试样的平均无量纲应力强度因子(SIF),并得到了对应于最大载荷时的临界裂纹长度和平均无量纲SIF的最小值. In this paper, three-dimensional boundary element method was used in the calibration of compliance for a fracture toughness specimen of rock,average dimensionless stress intensity factor for this specimen was obtained,the critical crack length and minimum value of average dimensionless stress intensity factor corresponding to the maximum load were derived.
机构地区 重庆大学
出处 《应用力学学报》 CAS CSCD 北大核心 1992年第4期31-36,136,共6页 Chinese Journal of Applied Mechanics
关键词 应力强度因子 岩石 断裂韧度 stress intensity factor (SIF) boundary element method (BEM) fracture toughness of rock
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参考文献1

  • 1韩国明,1985年

同被引文献3

  • 1Wang Qizhi,Xian Xuefu. Compliance and stability factors of an edge-cracked three-point-bend round bar specimen[J] 1991,International Journal of Fracture(4):R61~R67
  • 2John H. Underwood,Joseph A. Kapp,Francis I. Baratta. More on compliance of the three-point bend specimen[J] 1985,International Journal of Fracture(2):R41~R45
  • 3D. Munz,R. T. Bubsey,J. E. Srawley. Compliance and stress intensity coefficients for short bar specimens with chevron notches[J] 1980,International Journal of Fracture(4):359~374

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