본 연구에서는 균열 첨단의 극좌표를 직각좌표(x, y)로 변환시킨 후 슬랩상사 이론을 적용시켜 균열첨단 부근에서 많은 데이터의 측정이 가능한 새로운 해석법인 다 점 선정법(multi-point selection method)을 개발하였다.또 이 해석법으로 유한판 중앙 직선균열의 응력확대계수를 해석하여 종래 해석법의 결과와 비교 검토하여 그 유 용성을 확인하였다.
The experimental analysis method of stress intensity factors by "slab analogy" which was developed by authors proved itself effective to the determination of stress intensity factors of various shape of through cracks. Its experimental results, however, still has errors more or less 10% in comparison with known theoretical values. In this paper, a newly evaluating method, multi-point selection method, is presented by which these errors were decreased by more than 2%.e than 2%.
