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

Number of Access:301（2025-06-13 10:42 Counts）

Identifier to cite or link to this item: https://doi.org/10.18910/57262

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Title
Cyclic and Tangential Plasticity Effects for the Buckling Behavior of a Thin Wall Pier under Multiaxial and Non-proportional Loading Conditions
Creator
CreatorName
Momii, Hideto
NRID
1000070344702 1000070344702
ORCID
0000-0002-9279-0657 0000-0002-9279-0657
researchmap permalink
tsutsumi tsutsumi
Scopus Author ID
7102881459 7102881459
CreatorName
Tsutsumi, Seiichiro
CreatorName
Fincato, Riccardo
Subject
non-proportional loading
tangential plasticity
cyclic plasticity
buckling
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.
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
Source Title
Transactions of JWRI
Volume (Issue)
44(1)
Page
41-47
Date of Issued
2015-06
Language
English
Handle URL
https://hdl.handle.net/11094/57262
DOI
https://doi.org/10.18910/57262
PISSN
03874508
NCID
AA00867058
Access Rights
open access
oaire:version
Version of Record
Category
紀要論文 Departmental Bulletin Paper
Transactions of JWRI / Vol.44 No.1 (2015-06)