M&M材料力学カンファレンス
Online ISSN : 2424-2845
セッションID: 716
会議情報
716 熱弾性応力測定法に基づく応力拡大係数評価(OS7-4 非破壊評価と構造モニタリング)
和泉 遊以阪上 隆英佐藤 基洋田川 哲哉久保 司郎
著者情報
会議録・要旨集 フリー

詳細
抄録
Thennoelastic stress analysis (TSA) has been developed as a technique for the direct measurement of stress distribution near crack tip in structural components. This technique provides full-field stress data on component surface subjected to a cyclic load. Stress intensity factor K can be calculated from stress distribution data around crack tip. Conventional techniques for K-value determination are based on the fitting of themioelastic data to Westergaard's equations using a least squares method. In these techniques, however, stress intensity factor was detenmned only from data extrapolation algorithm based on the 1st term of theoretical solution of stress distribution In this paper, K-value determination method based on the first three terms in Westergaard's equations is proposed. Accuracy improvement of K detennination is investigated by the new data ex(rapolation algorithm for K-value detennination.
著者関連情報
© 2010 一般社団法人 日本機械学会
前の記事 次の記事
feedback
Top