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  1. 防災科研関係論文

配管系の耐震安全性評価に関する研究 : 第1報,繰り返し載荷を受ける直管の作用荷重レベルと損傷状況の比較

https://nied-repo.bosai.go.jp/records/5142
https://nied-repo.bosai.go.jp/records/5142
29cdcc07-988c-4caa-8f1a-51904a90ca0f
Item type researchmap(1)
公開日 2023-03-30
タイトル
言語 ja
タイトル 配管系の耐震安全性評価に関する研究 : 第1報,繰り返し載荷を受ける直管の作用荷重レベルと損傷状況の比較
タイトル
言語 en
タイトル Study on the Estimation of Safety Margin of Piping System Against Seismic Loading : 1st Report, Damage Observations of the Straight Pipes Subjected to Cyclic Load Amplitudes of Various Levels
言語
言語 jpn
著者 中村 いずみ

× 中村 いずみ

ja 中村 いずみ

en NAKAMURA Izumi

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大谷 章仁

× 大谷 章仁

ja 大谷 章仁

en OTANI Akihito

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白鳥 正樹

× 白鳥 正樹

ja 白鳥 正樹

en SHIRATORI Masaki

Search repository
抄録
内容記述タイプ Other
内容記述 Fatigue failure accompanied by ratchet deformation is well known as one of the failure modes of pressurized pipes under high-level cyclic load. In this research, the process of failure of such pipes was investigated based on the experimental result in which a straight pipe failed by repeatedly increasing cyclic input displacement amplitude in stages. The strain behavior, moment-deflection relationship, and observed damage were compared with the stress level used in the seismic design of the piping system. As a result, no significant damage was observed and the moment-deflection relationship remained almost linear within the primary stress limit of 3S_m, although the strain showed elastic-plastic behavior at some measurement points. In the experiment, damage was observed at the applied load levels of approximately 5S_m of the primary stress, and 0.15 and more of the fatigue damage index, i.e., the usage factor based on the design. The test results showed that there is a certain time margin before failure occurs to actual piping systems, compared with its designed stress limitation.
言語 ja
抄録
内容記述タイプ Other
内容記述 Fatigue failure accompanied by ratchet deformation is well known as one of the failure modes of pressurized pipes under high-level cyclic load. In this research, the process of failure of such pipes was investigated based on the experimental result in which a straight pipe failed by repeatedly increasing cyclic input displacement amplitude in stages. The strain behavior, moment-deflection relationship, and observed damage were compared with the stress level used in the seismic design of the piping system. As a result, no significant damage was observed and the moment-deflection relationship remained almost linear within the primary stress limit of 3S_m, although the strain showed elastic-plastic behavior at some measurement points. In the experiment, damage was observed at the applied load levels of approximately 5S_m of the primary stress, and 0.15 and more of the fatigue damage index, i.e., the usage factor based on the design. The test results showed that there is a certain time margin before failure occurs to actual piping systems, compared with its designed stress limitation.
言語 en
書誌情報 ja : 日本機械学会論文集 A編
en : TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A

巻 76, 号 766, p. 737-744
出版者
言語 ja
出版者 一般社団法人 日本機械学会
出版者
言語 en
出版者 The Japan Society of Mechanical Engineers
ISSN
収録物識別子タイプ ISSN
収録物識別子 0387-5008
DOI
関連識別子 10.1299/kikaia.76.737
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