• Title of article

    Mode I stress intensity factor solutions for spot welds in lap-shear specimens

  • Author/Authors

    P.-C. Lin، نويسنده , , D.-A. Wang، نويسنده , , J. Pan، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2007
  • Pages
    25
  • From page
    1013
  • To page
    1037
  • Abstract
    The analytical solutions of the mode I stress intensity factor for spot welds in lap-shear specimens are investigated based on the classical Kirchhoff plate theory for linear elastic materials. First, closed-form solutions for an infinite plate containing a rigid inclusion under counter bending conditions are derived. The development of the closed-form solutions is then used as a guide to develop approximate closed-form solutions for a finite square plate containing a rigid inclusion under counter bending conditions. Based on the J integral, the closed-form solutions are used to develop the analytical solutions of the mode I stress intensity factor for spot welds in lap-shear specimens of large and finite sizes. The analytical solutions of the mode I stress intensity factor based on the solutions for infinite and finite square plates with an inclusion are compared with the results of the three-dimensional finite element computations of lap-shear specimens with various ratios of the specimen half width to the nugget radius. The results indicate that the mode I stress intensity factor solution based on the finite square plate model with an inclusion agrees well with the computational results for lap-shear specimens for the ratio of the half specimen width to the nugget radius between 4 and 15. Finally, a set of the closed-form stress intensity factor solutions for lap-shear specimens at the critical locations are proposed for future applications.
  • Keywords
    mode I stress intensity factor , J integral , Fatigue , Lap-shear specimen , spot weld
  • Journal title
    International Journal of Solids and Structures
  • Serial Year
    2007
  • Journal title
    International Journal of Solids and Structures
  • Record number

    448850