LOCALIZED NECKING BEHAVIOR OF STEEL UNDER TENSION STATE USING A THREE-DIMENSIONAL PLASTIC INSTABILITY ANALYSIS
-
- OKAZAWA Shigenobu
- JAPAN SOCIETY OF CIVIL ENGINEERS
-
- USAMI Tsutomu
- 名古屋大学 大学院工学研究科土木工学専攻
-
- NOGUCHI Hirohisa
- 慶應義塾大学 理工学部システムデザイン工学科
-
- FUJII Fumio
- 岐阜大学 工学部土木工学科
Bibliographic Information
- Other Title
-
- 3次元塑性不安定解析による引張鋼材の局部くびれ挙動
- 3ジゲン ソセイ フアンテイ カイセキ ニ ヨル ヒッパリ コウザイ ノ キョクブクビレ キョドウ
Search this article
Abstract
Localized necking is simulated by using three-dimensional elasto-plastic bifurcation analyses. In this study, localized deformations just before the shear fracture of specimens with various width-thickness ratios are analyzed using the J2-flow hardening theory only. After detecting a bifurcation point precisely and conducting a branch-switching procedure, excellent correlation is demonstrated between the numerical and the experimental results.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 2000 (654), 285-296, 2000-07-21
Japan Society of Civil Engineers
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390001205308859392
-
- NII Article ID
- 10004544088
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 5468295
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed