Proposal of Limit Moment Equation Applicable to Planar/Non-Planar Flaw in Wall Thinned Pipes under Bending

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Note (General)：: In this paper, a limit bending moment equation applicable to all types of planar and non-planar flaws in wall-thinned straight pipes under bending was...

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Material Type: 文書・図像類
Title: Proposal of Limit Moment Equation Applicable to Planar/Non-Planar Flaw in Wall Thinned Pipes under Bending
Author/Editor: TSUJI, Masataka
MESHII, Toshiyuki
Author Heading: TSUJI, Masataka
MESHII, Toshiyuki
Publication Date: 2011-10
Publication Date (W3CDTF): 2011-10
Periodical title: Nuclear Engineering and Design
No. or year of volume/issue: 241 10
Volume: 241
Issue: 10
Pages: 4089-4094
Text Language Code: eng
Subject Heading: limit moment
limit moment equation
bending
wall-thinned pipes
experimental stress analysis
fracture mode
fracture criterion
size effect
Target Audience: 一般
Note (General): In this paper, a limit bending moment equation applicable to all types of planar and non-planar flaws in wall-thinned straight pipes under bending was proposed. A system to rationally classify the planar/non-planar flaws in wall-thinned pipes was suggested based on experimental observations focused on the fracture mode. The results demonstrate the importance of distinguishing between axial and circumferential long flaws in wall-thinned pipes.
Access Restrictions: 限定公開
Data Provider (Database): 国立情報学研究所 : 学術機関リポジトリデータベース（IRDB）（機関リポジトリ）
https://irdb.nii.ac.jp
Original Data Provider (Database): 福井大学 : 福井大学学術機関リポジトリ