STRESS GRADIENT AND CRACK SHAPE EFFECTS ON STRESS INTENSITY AT WELDED DETAILS

The magnitudes of stress intensity correction factors are estimated for use in both fatigue and fracture analyses of welded bridge details.

[1]  S J Maddox,et al.  ASSESSING THE SIGNIFICANCE OF FLAWS IN WELDS SUBJECT TO FATIGUE , 1974 .

[2]  Karl Heinz Frank.  The fatigue strength of fillet welded connections , 1971 .

[3]  I. N. Sneddon,et al.  The distribution of stress in the neighbourhood of a flat elliptical crack in an elastic solid , 1950, Mathematical Proceedings of the Cambridge Philosophical Society.

[4]  T. Gurney.  FINITE - ELEMENT ANALYSES OF SOME JOINTS WITH THE WELDS TRANSVERSE TO THE DIRECTION OF STRESS , 1976 .

[5]  Thomas A. Cruse,et al.  THREE-DIMENSIONAL FRACTURE MECHANICS ANALYSIS , 1977 .

[6]  H Hausammann,et al.  DETERMINATION OF TOLERABLE FLAW SIZES IN FULL SIZE WELDED BRIDGE DETAILS , 1977 .

[7]  S. J. Maddox,et al.  An analysis of fatigue cracks in fillet welded joints , 1975 .

[8]  P. C. Paris,et al.  Stress Analysis of Cracks , 1965 .

[9]  J. L. Swedlow,et al.  The surface crack : physical problems and computational solutions : presented at the winter annual meeting of the American Society of Mechanical Engineers, New York, November 26-30, 1972 , 1972 .

[10]  G. R. Irwin,et al.  K-value analysis for cracks in bridge structures, June 1975 , 1975 .

[11]  Pedro Albrecht,et al.  RAPID CALCULATION OF STRESS INTENSITY FACTORS , 1977 .

[12]  William F. Brown,et al.  Stress-Intensity Factors for a Single-Edge-Notch Tension Specimen by Boundary Collocation of a Stress Function , 1964 .

[13]  John W. Fisher,et al.  FATIGUE STRENGTH OF STEEL BEAMS WITH WELDED STIFFENERS AND ATTACHMENTS , 1974 .

[14]  Karl H. Frank,et al.  Effect of weldments on the fatigue strength of steel beams, Final Report, September 1969 (70-25) , 1969 .