Failure behavior analyses of piping system under dynamic seismic loading

Some nuclear power plants in Japan experienced severe seismic ground motions that exceed their structural design specifications. Therefore, it is important to assess the margin of structural design against failure of piping systems under the severe seismic loading. The purpose of this study is to es...

Full description

Saved in:
Bibliographic Details
Published in:The International journal of pressure vessels and piping Vol. 167; pp. 2 - 10
Main Authors: Udagawa, Makoto, Li, Yinsheng, Nishida, Akemi, Nakamura, Izumi
Format: Journal Article
Language:English
Published: Elsevier Ltd 01-11-2018
Subjects:
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:Some nuclear power plants in Japan experienced severe seismic ground motions that exceed their structural design specifications. Therefore, it is important to assess the margin of structural design against failure of piping systems under the severe seismic loading. The purpose of this study is to establish an analytical approach by which the failure behavior of piping systems can be simulated under severe dynamic seismic loading considering plastic effects. A series of dynamic-elastic-plastic analyses was performed focusing on a dynamic excitation test of a three dimensional piping system. The analytical results agree with the experimental data in terms of natural frequency, natural vibration mode, response accelerations, elbow opening-closing displacements, strain histories, failure position and low-cycle fatigue failure life.
ISSN:0308-0161
1879-3541
DOI:10.1016/j.ijpvp.2018.10.002