Abstract
The present work provides mismatch limit loads and approximate J estimates for tensile plates with constant-depth, part-through surface cracks in the center of the weld metal. Based on systematic three-dimensional FE limit analyses, effects of strength mismatch related variables on limit loads are firstly quantified by the strength mismatch ratio and one geometry-related parameter. Mismatch limit loads for part-through surface cracks are then correlated to those for two-dimensional, through-wall crack problems. Based on the proposed limit load solutions, the applicability of the reference stress based J estimates is also investigated. When the reference stress is defined by the mismatch limit load, predicted J values agree overall well with FE results.
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Abbreviations
- a :
-
Crack depth
- c :
-
Half crack length
- t :
-
Plate thickness
- E :
-
Young’s modulus
- E′:
-
=E/(1 − ν2) for plane strain; = E for plane stress
- F :
-
Applied tensile force
- F L :
-
Net section limit load
- h :
-
Half width of weld metal strip
- J, J e :
-
J-integral and its elastically calculated value
- K :
-
Linear elastic stress intensity factor
- L :
-
(Half) Length of the plate
- M :
-
Mismatch factor defined for yield strength, M = σ YW /σ YB
- w :
-
(Half) Width of the plate
- ψ :
-
Normalized remaining ligament (for two-dimensional cases)
- ψ eff :
-
Normalized remaining ligament (for three-dimensional cases)
- ε :
-
Strain
- ε ref :
-
Reference strain
- ν:
-
Poisson’s ratio
- σ :
-
Applied stress
- σ Y :
-
Yield strength, general
- σ ref :
-
Reference stress
- B :
-
Referring to base plate
- M :
-
Referring to mismatch configuration
- W :
-
Referring to weld metal
- PE:
-
Referring to plane strain
- PS:
-
Referring to plane stress
- M(T):
-
Middle-cracked tensile plates
- SE(T):
-
Single-edge cracked plates in tension
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Song, TK., Kim, YJ., Kim, JS. et al. Mismatch limit loads and approximate J estimates for tensile plates with constant-depth surface cracks in the center of welds. Int J Fract 148, 343–360 (2007). https://doi.org/10.1007/s10704-008-9206-6
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DOI: https://doi.org/10.1007/s10704-008-9206-6