Cyclic and Tangential Plasticity Effects for the Buckling Behavior of a Thin Wall Pier under Multiaxial and Non-proportional Loading Conditions

Momii, hideto; Tsutsumi, Seiichiro; Fincato, Riccardo

このアイテムのアクセス数:88件（2020-09-20 14:07 集計）

このアイテムへのリンクには次のURLをご利用ください:http://hdl.handle.net/11094/57262

閲覧可能ファイル

ファイル	フォーマット	サイズ	閲覧回数	説明
jwri44_1-041	pdf	1.7 MB	29

論文情報

タイトル	Cyclic and Tangential Plasticity Effects for the Buckling Behavior of a Thin Wall Pier under Multiaxial and Non-proportional Loading Conditions
著者	Momii, hideto Momii, hideto
	Tsutsumi, Seiichiro Tsutsumi, Seiichiro
	Fincato, Riccardo Fincato, Riccardo
キーワード等	non-proportional loading
	tangential plasticity
	cyclic plasticity
	buckling
抄録	We have adopted an unconventional elastoplastic model capable of taking into account the generation of the inelastic strain rate not only along the direction normal to the yield surface but also along the tangential one. In this paper the aforementioned model has been studied by applying a series of non-proportional loading paths to a thin wall pier and comparing the results obtained with the ones derived by neglecting the tangential contribution.
公開者	大阪大学接合科学研究所
公開者の別表記	Joining and Welding Research Institute, Osaka University
公開者 (ヨミ)	オオサカダイガクセツゴウカガクケンキュウジョ
掲載誌名	Transactions of JWRI
巻	44
号	1
開始ページ	41
終了ページ	47
刊行年月	2015-06
ISSN	03874508
NCID	AA00867058
URL	http://hdl.handle.net/11094/57262
言語	英語
カテゴリ	紀要論文 Departmental Bulletin Paper
カテゴリ	Transactions of JWRI / Vol.44 No.1 (2015-06)

著者版フラグ	publisher
NII資源タイプ	紀要論文
ローカル資源タイプ	紀要論文
dcmi資源タイプ	text
DCTERMS.bibliographicCitation	Transactions of JWRI.44(1) P.41-P.47
DC.title	Cyclic and Tangential Plasticity Effects for the Buckling Behavior of a Thin Wall Pier under Multiaxial and Non-proportional Loading Conditions
DC.creator	Momii, hideto
	Tsutsumi, Seiichiro
	Fincato, Riccardo
DC.publisher	大阪大学接合科学研究所
DC.language" scheme="DCTERMS.RFC1766	英語
DCTERMS.issued" scheme="DCTERMS.W3CDTF	2015-06
DC.identifier" scheme="DCTERMS.URI	http://hdl.handle.net/11094/57262
DC.subject	non-proportional loading
	tangential plasticity
	cyclic plasticity
	buckling
DCTERMS.abstract	We have adopted an unconventional elastoplastic model capable of taking into account the generation of the inelastic strain rate not only along the direction normal to the yield surface but also along the tangential one. In this paper the aforementioned model has been studied by applying a series of non-proportional loading paths to a thin wall pier and comparing the results obtained with the ones derived by neglecting the tangential contribution.
citation_title	Cyclic and Tangential Plasticity Effects for the Buckling Behavior of a Thin Wall Pier under Multiaxial and Non-proportional Loading Conditions
citation_author	Momii, hideto
	Tsutsumi, Seiichiro
	Fincato, Riccardo
citation_publisher	大阪大学接合科学研究所
citation_language	英語
citation_date	2015-06
citation_journal_title	Transactions of JWRI
citation_volume	44
citation_issue	1
citation_firstpage	41
citation_lastpage	47
citation_issn	03874508
citation_public_url	http://hdl.handle.net/11094/57262
citation_keywords	non-proportional loading
	tangential plasticity
	cyclic plasticity
	buckling

閲覧可能ファイル

論文情報

論文詳細を表示