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  1. 学術雑誌論文
  2. その他
  1. 部局別インデックス
  2. 農学部

EXTENDED TANGENTIAL-SUBLOADING SURFACE MODEL FOR GENERAL LOADING BEHAVIOR OF SOILS : APPLICATION TO NONPROPORTIONAL LOADINGS

http://hdl.handle.net/20.500.12000/36946
http://hdl.handle.net/20.500.12000/36946
e48d9f5c-5955-47a3-974e-6aa3e8ef9e16
名前 / ファイル ライセンス アクション
Vol46No4p449.pdf Vol46No4p449.pdf
Item type デフォルトアイテムタイプ(フル)(1)
公開日 2017-07-28
タイトル
タイトル EXTENDED TANGENTIAL-SUBLOADING SURFACE MODEL FOR GENERAL LOADING BEHAVIOR OF SOILS : APPLICATION TO NONPROPORTIONAL LOADINGS
言語 en
作成者 Setouchi, Hideki

× Setouchi, Hideki

en Setouchi, Hideki

Hashiguchi, Koichi

× Hashiguchi, Koichi

en Hashiguchi, Koichi

Shikanai, Takeshi

× Shikanai, Takeshi

en Shikanai, Takeshi

Okayasu, Takashi

× Okayasu, Takashi

en Okayasu, Takashi

アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
権利情報
言語 ja
権利情報 本文データは学協会の許諾に基づきCiNiiから複製したものである
言語 ja
権利情報 公益社団法人地盤工学会 \n本文データは公益社団法人地盤工学会の許諾に基づきCiNiiから複製したものである
主題
言語 en
主題Scheme Other
主題 elastoplasticity
言語 en
主題Scheme Other
主題 nonproportionalloading
言語 en
主題Scheme Other
主題 subloading surface model
言語 en
主題Scheme Other
主題 tangential stress rate
言語 en
主題Scheme Other
主題 yield surface(IGC: El3)
内容記述
内容記述タイプ Other
内容記述 The conventional elastoplastic model premising that the interior of yield surface is a purely elastic domain is incapable of describing the plastic deformation by the rate of stress inside the yield surface. Thus, it is inapplicable to the description of cyclic loading behavior. Besides, the traditional elastoplastic model is independent of the stress rate component tangential to the yield surface. Therefore, it predicts an unrealistically high stiffness modulus for nonproportionalloading process deviating significantly from proportional one. The extended tangential-subloading surface model proposed by Hashiguchi and Tsutsumi (2001) would be capable of describing the cyclic loading behavior and the inelastic strain rate induced by the stress rate component tangential to the subloading surface. In this article, the extended tangential-subloading surface model is applied to the prediction of deformation behavior of sands subjected to various loading ranging from proportional to cyclic nonproportionalloading. The validity is verified by comparing with the various test data. Then, it is revealed that the incorporation of the strain rate due to the stress rate component tangential to the subloading surface is of importance for the description of nonproportional loading behavior.
内容記述タイプ Other
内容記述 論文
出版者
言語 ja
出版者 公益社団法人地盤工学会
言語
言語 eng
資源タイプ
資源タイプ journal article
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
識別子
識別子 http://hdl.handle.net/20.500.12000/36946
識別子タイプ HDL
関連情報
関連タイプ isVersionOf
関連識別子
識別子タイプ URI
関連識別子 http://ci.nii.ac.jp/naid/130004552270
収録物識別子
収録物識別子タイプ ISSN
収録物識別子 0038-0806
収録物名
言語 en
収録物名 Soils and Foundations
書誌情報
巻 46, 号 4, p. 449-463
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