• Title of article

    Elastic–plastic crack driving force for tubular X-joints with mismatched welds

  • Author/Authors

    Qian، نويسنده , , X. and Dodds Jr.، نويسنده , , Robert H. and Choo، نويسنده , , Y.S.، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2005
  • Pages
    16
  • From page
    1419
  • To page
    1434
  • Abstract
    This study describes the elastic–plastic driving force in surface cracks located at weld toes near the saddle point of circular hollow section X-joints, with strength mismatch between the chord material and welds. The remote loading at the brace end imposes displacements acting along the brace axis. The 3-D finite element models couple a global, topologically continuous mesh and a separate, local crack-front model through mesh-tieing. The numerical solver computes the elastic–plastic crack driving force ( J -value) through a domain-integral approach. Comparisons of the elastic–plastic J -values evaluated from a continuous model and from a mesh-tied model for a simple plate configuration, which represents key features of the brace–chord intersection near the saddle point, verify the accuracy of J -values computed from mesh-tied models containing both homogeneous and mismatched material properties. The numerical analyses employ stress–strain curves for representative high-strength steels now used in offshore construction. The yield strength of the welds follows σ y w = m σ y c , where m denotes the mismatch ratio and σ y c is the chord yield stress. The strain hardening property of the welds remains the same as that of the chord material. Unlike historical research on weld mismatch effects for simple fracture specimens, the surface crack in the tubular X-joint resides in the base metal (chord) adjacent to the weld toe rather than in the welds. The computed J -values demonstrate that the crack driving force increases with increased weld strength — and thus a higher potential for initiation of ductile tearing. The numerical results show that a large elastic–plastic crack driving force exists for joints with a high chord radius to wall thickness ratio ( γ ) or with a small brace to chord diameter ratio ( β ) . For joints with β > 0.8 , the model with uniform material properties ( σ y w = σ y b = σ y c ) exhibits the largest crack driving force among the different mismatch ratios.
  • Keywords
    Circular hollow section (CHS) , Mismatched welds , Domain-integral , J -integral , 3-D finite element analysis , Mesh-tieing , Weld toe crack
  • Journal title
    Engineering Structures
  • Serial Year
    2005
  • Journal title
    Engineering Structures
  • Record number

    1640326