Predicting the fatigue life and crack aspect ratio evolution in complex structures

This paper discusses a computationally efficient method for determining the behaviour of complex structures containing three-dimensional cracks. A simple method is presented for calculating the mode I stress intensities for semi-elliptical cracks emanating from the saddle point of two intersecting tubular members. This method, which gives results in good agreement with published values, uses the finite element technique, but does not require the crack to be modelled explicitly. The technique is then used, in conjunction with FASTRAN II, to study fatigue crack growth and the results are compared to experimental data. Good agreement is achieved between both the predicted and measured fatigue crack growth and the evolution of the crack aspect ratios.

[1]  H. W. Kerr,et al.  Growth and coalescence of fatigue cracks at weld toes in steel , 1991 .

[2]  D. Bowness,et al.  Estimation of stress intensity factor solutions for weld toe cracks in offshore tubular joints , 2002 .

[3]  T. W. Thorpe,et al.  A CRITICAL REVIEW OF CRACK TIP STRESS INTENSITY FACTORS FOR SEMI-ELLIPTIC CRACKS* , 1981 .

[4]  Ji-Ho Song,et al.  Crack growth and closure behaviour of surface cracks under pure bending loading , 2001 .

[5]  Susan Pitt,et al.  Weight functions, CTOD, and related solutions for cracks at notches , 2004 .

[6]  Rhys Jones,et al.  A hybrid formulation for 3D fracture analysis , 2002 .

[7]  P. Bettess,et al.  Weld magnification factors for semi-elliptical surface cracks in fillet welded T-butt joint models , 1993 .

[8]  J. L. Otegui,et al.  Effect of weld process on early growth of fatigue cracks in steel T joints , 1991 .

[9]  D. Bowness,et al.  Stress intensity factor solutions for semi-elliptical weld-toe cracks in T-butt geometries , 1996 .

[10]  Fred Nilsson,et al.  Fatigue crack growth of surface cracks under non-symmetric loading , 1999 .

[11]  Rimon F. Kare Influence of weld profile on fatigue crack growth in tubular welded joints , 1989 .

[12]  C. Lee,et al.  Modelling and mesh generation of weld profile in tubular Y-joint , 2001 .

[13]  S. B. Lambert,et al.  Effect of plate width on the growth and coalescence of fatigue cracks in plate-to-plate welded T-joints , 1995 .

[14]  D. Parks,et al.  The Inelastic Line-Spring: Estimates of Elastic-Plastic Fracture Mechanics Parameters for Surface-Cracked Plates and Shells , 1981 .

[15]  V McDonald,et al.  An Experimental Study of the Growth of Surface Flaws Under Cyclic Loading , 2002 .

[16]  O Vosikovsky,et al.  FRACTURE MECHANICS ASSESSMENT OF FATIGUE LIFE OF WELDED PLATE T-JOINTS, INCLUDING THICKNESS EFFECT , 1985 .

[17]  F. M. Burdekin,et al.  Crack modeling in FE analysis of circular tubular joints , 1998 .

[18]  Norman A. Fleck,et al.  Fatigue life prediction of a structural steel under service loading , 1984 .

[19]  Satya N. Atluri,et al.  An Embedded Elliptical Crack, in an Infinite Solid, Subject to Arbitrary Crack-Face Tractions , 1981 .

[20]  James C. Newman,et al.  Stress-intensity factors for a wide range of semi-elliptical surface cracks in finite-thickness plates , 1979 .

[21]  J. Rice,et al.  The Part-Through Surface Crack in an Elastic Plate , 1972 .

[22]  Yan-Lin Lu,et al.  Crack aspect development curves and fatigue life prediction for surface cracks at weld toes in the presence of residual stress , 1995 .