A Study on Bending Fatigue Strength of One Side Fillet Welded T-Joint by SM 490A steel

Sm 490A강으로 제작된 T형 편면용접이음재의 굽힘피로강동에 관한 연구

  • 엄동석 (부산대학교 조선해양공학과, 기계기술연구소) ;
  • 강성원 (부산대학교 조선해양공학과, 기계기술연구소) ;
  • 이태훈 (부산대학교 조선해양공학과) ;
  • 이해우 (삼성중공업 조선플랜트 연구소) ;
  • 조수형 (볼보 중장비사업본부 생산기술팀)
  • Published : 1998.10.01

Abstract

In this study, a fillet size for bending fatigue strength of one side fillet welded T-joint, used in box type girder and other welding structure, was investigated by bending fatigue test with or without edge preparation and burn through, with variation of joint shape. As a result, the following conclusions were obtained. (1) In one side fillet welded T-joint, the larger the leg length, the greater the bending fatigue strength. The increase in bending fatigue strength. (2) One side filet welded T-joint with edge preparation showed higher bending fatigue strength than that with twofold-large leg length and without edge preparation. (3) In one side fillet welded T-joint without edge preparation, both manual welding and automatic welding were carried out with same condition. In this case, automatic welding shoed deeper penetration and more increased horizontal leg length than manual welding, so that automatic welding offers grater bending fatigue strength. (4) For one side fillet welded T-joint without edge preparation, the ratio(h/t) of the leg length (h) and the main plate thickness (t) in which toe crack can occur was 1.2 over. (5) In one side fillet welded T-joint with edge preparation, the burn through led to reduced bending fatigue strength. However, this bending fatigue strength was higher than that of one side fillet welded T-joint without edge preparation and with a larger leg length.

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References

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