年次大会講演論文集
Online ISSN : 2433-1325
セッションID: 1253
会議情報
1253 構造用鋼材における切欠引張強さ比の応力三軸度依存性(G03-9 材料力学(9)疲労・強度2,21世紀地球環境革命の機械工学:人・マイクロナノ・エネルギー・環境)
大橋 眞
著者情報
会議録・要旨集 フリー

詳細
抄録
Dependence of notch strength ratio on stress triaxiality was investigated for a variety of structural steels. Both the notched specimens with different notch acuities and the unnotched specimens were employed to obtain a wide range of stress triaxialitity. All specimens were loaded up to break under tensile loading. Notch strength ratio was defined by a ratio of notch tensile strength to tensile strength of the materials. The notch tensile strength to break the notched specimen depends on the stress-state characterized by stress triaxiality. Notch strength ratio increased with increasing stress triaxiality, which eventually reached the limiting value in the range of high stress triaxiality. Hence, the limiting notch strength ratio could be used conveniently to estimate the upper limit load to break the mechanical component in failure analysis.
著者関連情報
© 2008 一般社団法人日本機械学会
前の記事 次の記事
feedback
Top