{"created":"2023-06-19T11:37:28.563657+00:00","id":4795,"links":{},"metadata":{"_buckets":{"deposit":"1bdc488b-ae1b-4974-aaf3-322ec2626781"},"_deposit":{"created_by":13,"id":"4795","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"4795"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00004795","sets":["366:367:368:375"]},"author_link":["10114","10115","10116"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1982-12-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"135","bibliographicPageStart":"121","bibliographicVolumeNumber":"7","bibliographic_titles":[{"bibliographic_title":"Research reports of the Faculty of Engineering, Mie University"}]}]},"item_4_description_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_4_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The uniaxial stress-strain relations of plain concrete proposed previously by the authors are extended to the nonlinear elastic ones for multiaxial stress state applying the model proposed by Ottosen. The constitutive model of steel fiber reinforced concrete (SFRC) is proposed based on the law of mixture in which the debonding behavior and orientation of steel fiber are characterized, and the various material constants in the constitutive equation are determined by the nonlinear least square method. Furthermore, the model of SFRC is extended to predict the behavior of SFRC confined by lateral steel bars. The rational applicability of the proposed model is shown in the comparison between the predicted stress-strain curves and many experimental ones.","subitem_description_type":"Abstract"}]},"item_4_publisher_30":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Faculty of Engineering, Mie University"}]},"item_4_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0385-6208","subitem_source_identifier_type":"PISSN"}]},"item_4_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA00816341","subitem_source_identifier_type":"NCID"}]},"item_4_text_18":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"鋼繊維補強コンクリートの構成方程式"}]},"item_4_text_65":{"attribute_name":"資源タイプ（三重大）","attribute_value_mlt":[{"subitem_text_value":"Departmental Bulletin Paper / 紀要論文"}]},"item_4_version_type_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Tanigawa, Yasuo","creatorNameLang":"en"},{"creatorName":"谷川, 恭雄","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"10114","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Hatanaka, Shigemitsu","creatorNameLang":"en"},{"creatorName":"畑中, 重光","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"10115","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Mori, Hiroshi","creatorNameLang":"en"},{"creatorName":"森, 博嗣","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"10116","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-02-18"}],"displaytype":"detail","filename":"AA008163410070013.PDF","filesize":[{"value":"912.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AA008163410070013.PDF","url":"https://mie-u.repo.nii.ac.jp/record/4795/files/AA008163410070013.PDF"},"version_id":"0bc3c990-a10b-4fd3-85f2-744f24f4df80"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"A Simple Consitutive Model of Steel Fiber Reinforced Concrete","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"A Simple Consitutive Model of Steel Fiber Reinforced Concrete","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["375"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-02"},"publish_date":"2007-07-02","publish_status":"0","recid":"4795","relation_version_is_last":true,"title":["A Simple Consitutive Model of Steel Fiber Reinforced Concrete"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T02:53:52.943790+00:00"}