Failure Behavior of Piping Systems With Wall Thinning Under Seismic Loading

Author:

Nakamura Izumi1,Otani Akihito23,Shiratori Masaki4

Affiliation:

1. Disaster Prevention Research Group, National Research Institute for Earth Science and Disaster Prevention, 3-1 Tennodai, Tsukuba-shi, Ibaraki, 305-0006 Japan

2. (see below)

3. Ishikawajima-Harima Heavy Industries Co., Ltd., 1, Shin-Nakahara-cho, Isogo-ku, Yokohama, 235-8501 Japan

4. Department of Mechanical Engineering, Yokohama National University, 79-5, Tokiwadai, Hodogaya-ku, Yokohama, 240-8501 Japan

Abstract

Shaking table tests of three-dimensional piping models with degradation were conducted in order to investigate the influence of degradation on dynamic behavior and failure modes of piping systems. The degradation condition induced in the piping models was about 50 percent full circumferential wall thinning at elbows. Four types of models were made for the shaking table tests by varying the location of wall thinning in the piping models. These models were excited under the same input acceleration until the models failed and a leak of pressurized internal water occurred. Through these tests, the change of the vibration characteristics and processes to failure of degraded piping models were obtained. The deformation of the piping models tended to concentrate on the degraded elbows, and the damage was concentrated on the weakest elbow in the piping models. The failure mode of the piping models was a low-cycle fatigue failure at the weakest elbow.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference8 articles.

1. Schmidt, R. A., Wilkowski, G. M., and Mayfield, M. E., 1991, “The International Piping Integrity Research Group (IPIRG) Program: An Overview,” Transactions of 11th International Conference on Structural Mechanics in Reactor Technology, H. Shibata, ed., SMiRT 11, Tokyo, Japan, Vol. G2, pp. 177–188.

2. Japan Atomic Energy Research Institute, 1993, “Technical Report on the Piping Reliability Tests at the Japan Atomic Energy Research Institute,” JAERI-M93-076 (In Japanese).

3. Fujiwaka, T., Endou, R., Furukawa, S., Ono, S., and Oketani, K., 1999, “Study on Strength of Piping Components Under Elastic-Plastic Behavior Due to Seismic Loading,” Seismic Engineering, M. E. Nitzel, ed., ASME PVP-Vol. 387, pp. 19–25.

4. Touboul, F., Blay, N., and Lacire, M. H., 1999, “Experimental, Analytical, and Regulatory Evaluation of Seismic Behavior of Piping Systems,” ASME J. Pressure Vessel Technol., 121, pp. 388–392.

5. Jaquay, K., 1998, “Seismic Analysis of Piping Final Program Report,” NUREG/CR-5361.

Cited by 13 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3