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

doi:https://doi.org/10.18910/57262

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

Transactions of JWRI, 2015, 44(1), 41-47

アクセス数:469件（2025-07-11 21:44 集計）

固定URL: https://doi.org/10.18910/57262

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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	著者名 Momii, Hideto
	NRID 1000070344702 1000070344702 ORCID 0000-0002-9279-0657 0000-0002-9279-0657 researchmap permalink tsutsumi tsutsumi Scopus Author ID 7102881459 7102881459 著者名 Tsutsumi, Seiichiro
	著者名 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.
出版者	大阪大学接合科学研究所
	オオサカダイガクセツゴウカガクケンキュウジョ
	Joining and Welding Research Institute, Osaka University
収録物名	Transactions of JWRI
巻(号)	44(1)
ページ	41-47
刊行年月	2015-06
言語	英語
ハンドルURL	https://hdl.handle.net/11094/57262
DOI	https://doi.org/10.18910/57262
PISSN	03874508
NCID	AA00867058
アクセス権	open access
出版タイプ	Version of Record
カテゴリ	紀要論文 Departmental Bulletin Paper
カテゴリ	Transactions of JWRI / Vol.44 No.1 (2015-06)

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. 2015, 44(1), p. 41-47
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
	オオサカダイガクセツゴウカガクケンキュウジョ
	Joining and Welding Research Institute, Osaka University
DC.language' scheme='DCTERMS.RFC1766	英語
DC.type' scheme='DCTERMS.DCMIType	text
DCTERMS.issued' scheme='DCTERMS.W3CDTF	2015-06
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.
DC.identifier	10.18910/57262
DC.format	57262
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_public_url	https://hdl.handle.net/11094/57262
citation_doi_detail	10.18910/57262
citation_doi	https://doi.org/10.18910/57262

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

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