Journal of the Japan Society of Naval Architects and Ocean Engineers
Online ISSN : 1881-1760
Print ISSN : 1880-3717
ISSN-L : 1880-3717
Influence of Stress and Plastic Strain Concentrations in front of Notch Tip on Brittle Fracture Strength for Strength Mismatched Welded Joint
Noboru KijiMasahiko Fujikubo
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2015 Volume 21 Pages 43-53

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Abstract
In order to investigate the influence of strength mismatching on brittle fracture strength for large heat-input welded joints, a series of tension tests was conducted using surface notched specimens. Furthermore, notched round-bar tension tests were carried out for simulated bond material (homogeneous material) which was base metal heat-treated on the same condition as the weld bond. Thereby, cleavage fracture strength of the bond material without the influence of strength mismatching was obtained. The point of fracture initiation was identified by SEM observation and, the critical maximum principal stress at the point (σ1c) was calculated by FE analysis for each specimen. σ1c values of surface notched specimens were found to be distributed in the range of 900-1,400N/mm2. This result indicates that the strength mismatching does not significantly affect σ1c. In addition, distribution of σ1c for the notched round-bar specimens is in good agreement with that for surface notched specimens. This indicates that the cleavage fracture of the weld bond is a dominant fracture on the welded joints. Peak values of maximum principal stress σ1p and equivalent plastic strain εpp increase with increase in the strength mismatching ratio defined as the ratio of yield strength of weld metal to that of HAZ (σYWMYHAZ). The increase in σ1p causes the decrease in fracture strength of the weld joints. εp concentration at notch tip of HAZ side is due to the lower yield strength of HAZ. Except for small-scale and large-scale yielding conditions, the influence of εp distribution caused by strength mismatching on fracture strength also needs to be considered.
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© 2015 The Japan Society of Naval Architects and Ocean Engineers
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