Abstract

段付すみ角部にき裂を有する半無限板が一様面外曲げを受ける場合の応力解析を薄板の古典曲げ理論を用いて行い, 応力分布や応力拡大係数を求めた. 応力拡大係数については, き裂長による変化, 段付すみ角部角度の影響, 段が及ぼす影響, ポアソン比との関係などを調べた. 分数式の和の形の有理写像関数と複素変数による応力解析法を用いて閉じた解を得た. 得られた解は有理写像関数の表す形状に対して厳密解である.

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.