The residual stress intensity factors for cold‐worked cracked holes: a technical note

Cold-working of riveted holes reduces the stress intensity factor associated with cracks that may develop at the hole boundary, by creating a compressive residual stress field. The residual stress field is determined using the finite-element method and the reduction of the stress intensity factor for different values of the interference is evaluated with the weight function method, in the case of an infinite plate made from an elastic-perfectly plastic material, and having a hole with two symmetrical cracks. Once the weight function of the structure is known, further calculation of the stress intensity factors for different loadings such as a remote uniform stress, or a point load that simulates the action of the rivet can be performed without difficulty.

[1]  Cgc Poussard,et al.  Effect of residual stress around cold worked holes on fracture under superimposed mechanical load , 1999 .

[2]  A F Grandt,et al.  A Compilation of Stress Intensity Factor Solutions for Flawed Fastener Holes. , 1981 .

[3]  A. F. Grandt,et al.  Stress intensity factors for some through-cracked fastener holes , 1975 .

[4]  M. Pavier,et al.  An assessment of residual-stress measurements around cold-worked holes , 1995 .

[5]  Jp Gallagher,et al.  Proposed Fracture Mechanics Criteria to Select Mechanical Fasteners for Long Service Lives , 1974 .

[6]  J. Rice,et al.  Some remarks on elastic crack-tip stress fields , 1972 .

[7]  Lf Impellizzeri,et al.  Fatigue Analysis of Cold-Worked and Interference Fit Fastener Holes , 1977 .

[8]  T. Bui-Quoc,et al.  EFFECT OF RE‐COLD WORKING ON FATIGUE LIFE ENHANCEMENT OF A FASTENER HOLE , 2007 .

[9]  A. Leon,et al.  Benefits of split mandrel coldworking , 1998 .

[10]  A. F. GrandtJr. Stress intensity factors for some through-cracked fastener holes , 1975 .

[11]  J. Y. Mann,et al.  FATIGUE OF THICK‐SECTION COLD‐EXPANDED HOLES WITH AND WITHOUT CRACKS , 1989 .

[12]  G. C. Sih,et al.  Handbook of stress-intensity factors : stress-intensity factor solutions and formulas for reference , 1973 .

[13]  J. Achenbach,et al.  COMPUTATION OF THE WEIGHT FUNCTION FROM A STRESS INTENSITY FACTOR. , 1977 .

[14]  Jidong Kang,et al.  Three-Dimensional Finite Element Analysis of the Cold Expansion of Fastener Holes in Two Aluminum Alloys , 2002 .

[15]  D. L. Ball,et al.  ELASTIC‐PLASTIC STRESS ANALYSIS OF COLD EXPANDED FASTENER HOLES , 1995 .

[16]  T. W. Orange Crack Shapes and Stress Intensity Factors for Edge-Cracked Specimens , 1971 .

[17]  S. Timoshenko,et al.  Theory of elasticity , 1975 .

[18]  G. Clark,et al.  MODELLING RESIDUAL STRESSES AND FATIGUE CRACK GROWTH AT COLD-EXPANDED FASTENER HOLES , 1991 .

[19]  G. A. Webster,et al.  Residual stress distributions and their influence on fatigue lifetimes , 2001 .

[20]  H. Bueckner NOVEL PRINCIPLE FOR THE COMPUTATION OF STRESS INTENSITY FACTORS , 1970 .

[21]  L. Schwarmann On improving the fatigue performance of a double-shear lap joint , 1983 .

[22]  Jaap Schijve,et al.  Fatigue of structures and materials , 2001 .

[23]  D. Rooke,et al.  The compendium of stress intensity factors , 1978, International Journal of Fracture.

[24]  Guowanlin Elastic-plastic analysis of a finite sheet with a cold-worked hole , 1993 .

[25]  O. Buxbaum,et al.  Expansion of cracked fastener holes as a measure for extension of lifetime to repair , 1987 .

[26]  Pc Paris,et al.  Fracture Toughness and Slow-Stable Cracking , 1974 .

[27]  Dl Ball,et al.  Experimental investigation on the effects of cold expansion of fastener holes , 1998 .

[28]  Cgc Poussard,et al.  Analytical and finite element predictions of residual stresses in cold worked fastener holes , 1995 .

[29]  A.Yu. Popov,et al.  Forced oscillations in imperfect and statically loaded shells , 1986 .