減肉配管の平面状/非平面状欠陥に適用可能な限界曲げ荷重式の提案

Material type: 文書・図像類

Author: 辻, 将隆ほか

Publisher: 日本保全学会

Publication date: 2011-10

Material Format: Digital

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

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Material Type: 文書・図像類
Title: 減肉配管の平面状/非平面状欠陥に適用可能な限界曲げ荷重式の提案
Author/Editor: 辻, 将隆
飯井, 俊行
TSUJI, Masataka
MESHII, Toshiyuki
Author Heading: 辻, 将隆
飯井, 俊行
TSUJI, Masataka
MESHII, Toshiyuki
Publication, Distribution, etc.: 日本保全学会
Publication Date: 2011-10
Publication Date (W3CDTF): 2011-10
Alternative Title: PROPOSAL OF LIMIT MOMENT EQUATION APPLICABLE TO PLANAR/NON-PLANAR FLAW IN WALL THINNED PIPESUNDER BENDING
Periodical title: 保全学
No. or year of volume/issue: 10 3
Volume: 10
Issue: 3
Pages: 45-50
ISSN (Periodical Title): ISSN : 1348-7795
Text Language Code: jpn
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, limit bending moment equation applicable to all types of planar and non-planar flaw in wall thinned straight pipes under bending was proposed. An idea to rationally classify planar/non-planar flaw in wall thinned pipes was proposed, based on the experimental observation focused on the fracture mode. The results point out the importance to distinguish axially and circumferentially 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