Evaluation of Notch Location Effect on Ductile Crack Initiation at Strength Mismatched Joints by Finite Element Method and Ultrasonic-Mechatronics System

유한요소법과 초음파 메카트로닉스 시스템에 의한 강도적 불균질 이음부의 노치위치에 따른 균열발생 한계 조건

  • An Gyu-Baek (Institute of Industrial Technology Welding Research Part, Samsung Heavy Industries Co., LTD.) ;
  • Bang Han-Sur (Dept. of Architecture & Ocean Eng., Chosun University) ;
  • Toyoda Masao (Graduate School of Engineering, Osaka University)
  • 안규백 (삼성중공업 생산기술연구소 용접연구팀) ;
  • 방한서 (조선대학교 공과대학 항공 조선공학부) ;
  • 풍전정남 (오사카대학 대학원 공학연구과 생산과학전공)
  • Published : 2005.12.01

Abstract

It has been well hewn that ductile fracture of steels is accelerated by triaxial stresses. The characteristics of ductile crack initiation in steels are evaluated quantitatively using a two-parameters criterion based on equivalent plastic strain and stress triaxiality. The present study focuses on the effects of strength mismatch, which can elevate plastic constraint due to heterogeneous plastic straining, on the critical condition for ductile fracture initiation usinga two-parameter criterion. Fracture initiation testing has been conducted under static loading using notched round bar specimens which had different notch locations. This study provides the fundamental clarification of the effect of strength mismatching and effect of notch location on the critical condition to ductile crack initiation from notch root using fuite element method and ultrasonic-mechatronics system. The critical condition of ductile crack initiation from notch root of strength mismatched tensile specimens under static loading appeared to be almost the same as those of homogeneous tensile specimens with circumferential sharp notch specimen. Also, the effect of notch location in mismatched specimens was estimated using finite element(FE) analyses.

Keywords

References

  1. AIJ : Reconnaissance Report on Damage of Steel Building Structures Observed from the 1995 Hyogoken-Nanbu (Hanshin/Awaji) Earthquake, Steel Committee of Kinki Branch, (1995), (in Japanese)
  2. M. Toyoda : How Steel Structures Failed in Japan Great Earthquake, Welding Journal, 74-12 (1995), 132-136
  3. F A. McClintock : A Criterion for Ductile Fracture by the Growth of Holes, Journal of Applied Mechanic. Transactions of the ASME, 35 (1968), 363-371 https://doi.org/10.1115/1.3601204
  4. J W. Hancock and A C. Mackenzie : On the Mechanisms of Ductile Failure in High-Strength Steels Subjected to Multi-Axial Stress-States, Journal Steels Subjected to Multi-Axial Stress-States, Journal of Mech. Phys. Solids, 24 (1976), 147-169 https://doi.org/10.1016/0022-5096(76)90024-7
  5. A. Otsuka, T. Miyata, S. Nishimura, M. Kimura and M. Mabuchi : Effect of Stress Triaxiality on Ductile Fracture Initiation Low Strength Steels. Journal of The Society of Materials Science of Japan, 29-322 (1976), 717-723. (in Japanese)
  6. M. Toyoda, M. Ohata, N. Ayukawa, G. Ohwaki, Y. Ueda and I. Takeuchi : Ductile Fracture Initiation Behavior of Pipe under A Large Scale of Cyclic Bending. Proc. 3rd Int. Pipeline Technology Conf., Brugge, Belgium, 2 (2000), 87-102
  7. G. B. An, M. Ohata, M. Mochizuki, H.S. Bang, M. Toyoda : Effect of strength mismatch on ductile crack initiation behavior from notch root under static loading, Key Engineering Materials, 298 (2005), 756-761
  8. G. B. An, M. Ohata, H. S. Bang and M. Toyoda : Analytical Examination of Ductile Crack Initiation with Strength Mismatch under Dynamic Loading -Criterion for Ductile Crack Initiation Effect of Strength Mismatch and Dynamic Loading (Report 2), Journal of Korean Welding Society, 21-7(2003), 755-764 (in Korean)
  9. Hibbit Karlsson, Sorensen., ABAQUS/Standard Users Manuals, Ver. 5.8, (1998), 1 to 3