Data analysis for fatigue test of welded joint using structural stress

Structural stree를 이용한 피로실험 data 분석

  • 박형진 (대우조선해양(주) 선박해양기술연구소 구조R&D팀) ;
  • 김유일 (대우조선해양(주) 선박해양기술연구소 구조R&D팀) ;
  • 강중규 (대우조선해양(주) 선박해양기술연구소 구조R&D팀) ;
  • 허주호 (대우조선해양(주) 선박해양기술연구소 구조R&D팀)
  • Published : 2005.11.17

Abstract

Fatigue assessment of welded structure is very sensitive to the method of local stress determination. Normally, hot spot stress which is surface stress extracted from 0.5t, 1.5t away from weld toe is widely used to obtain local stress. However, this method has a lot of limitation in the evaluation of fatigue strength. Therefore, mesh has to comply with strict requirements since stress extracted from this method strongly rely on mesh size and element types. And that method does not cover the stress gradient through thickness direction since only surface stress is considered. Recently, new method to obtain local stress is proposed, which is structural stress. This method has an advantage, which is mesh intransitiveness and covering the effect of both bending and axial stress in local area. In this paper, fatigue test data for various welded joints was analyzed to review the reliability of structural stress. As a result, it is verified that S-N curve using structural stress guaranteed single master curve for various joint type and testing condition.

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