0
RESEARCH PAPERS

Stable Growth and Instability of Circumferential Cracks in Type 304 Stainless Steel Pipes Under Tensile Load

[+] Author and Article Information
G. Yagawa

Department of Nuclear Engineering, University of Tokyo, Bunkyoku, Tokyo, Japan

Y. Takahashi, K. Kashima

Central Research Institute of Electric Power Industry, Komaeshi, Tokyo, Japan

K. Hasegawa

Hitachi, Ltd., Hitachishi, Japan

M. Saito

Toshiba Corporation, Isogoku, Yokohama, Japan

T. Umemoto

Ishikawajima-Harima Heavy Industries Co. Ltd., Isogoku, Yokohama, Japan

N. Sasaki

Nuclear Power Engineering Test Center, Minatoku, Tokyo, Japan

J. Pressure Vessel Technol 106(4), 405-411 (Nov 01, 1984) (7 pages) doi:10.1115/1.3264371 History: Received June 07, 1983; Revised June 20, 1984; Online November 05, 2009

Abstract

Flaws due to stress corrosion cracking have frequently been found in Type 304 stainless steel piping of some boiling water reactor (BWR) plants. In this work, in order to quantitatively examine the integrity under the presence of such cracks, pipe fracture tests and related finite element analyses were conducted. The unstable fractures were observed under the quasi-static and the dynamic tensile loading conditions with a high-compliance test machine. The finite element methods were used to demonstrate the effectiveness of the J -integral and the crack tip opening angle (CTOA) as criteria for stable crack extension, and that of the total displacement stationariness condition as a criterion for the onset of instability.

Copyright © 1984 by ASME
Your Session has timed out. Please sign back in to continue.

References

Figures

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In