{"created":"2021-03-01T06:26:16.206125+00:00","id":18828,"links":{},"metadata":{"_buckets":{"deposit":"a0f933c2-900f-4a06-8ee5-fa1e754d784a"},"_deposit":{"id":"18828","owners":[],"pid":{"revision_id":0,"type":"depid","value":"18828"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00018828","sets":["320:321:322"]},"author_link":["54976","54977","54978","54979"],"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"1048","bibliographicPageStart":"1043","bibliographicVolumeNumber":"32","bibliographic_titles":[{"bibliographic_title":"コンクリート工学年次論文集","bibliographic_titleLang":"ja"}]}]},"item_10_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Cracking behavior due to rebar corrosion for concrete specimen with single rebar was evaluated analytically. The evaluation was performed by comparing with results of the electric corrosion test. Three-dimensional Rigid- Body-Spring-Method (RBSM) with three phase material corrosion expansion model was applied to simulate internal cracking patterns and surface crack width propagation. The effect of rebar local corrosion and penetration of corrosion products into cracks during the corrosion process were investigated and cracking behavior due to rebar corrosion was evaluated quantitatively.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/20926"}]},"item_10_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本コンクリート工学会","subitem_publisher_language":"ja"}]},"item_10_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_10_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1347-7560","subitem_source_identifier_type":"PISSN"}]},"item_1615787544753":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"TRAN, Khoa K.","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"54976","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"NAKAMURA, Hikaru","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"54977","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"KAWAMURA, Keisuke","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"54978","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"KUNIEDA, Minoru","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"54979","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":"2018-02-21"}],"displaytype":"detail","filename":"032-01-1166.pdf","filesize":[{"value":"576.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"032-01-1166.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/18828/files/032-01-1166.pdf"},"version_id":"91897fc9-3ddc-4a48-885c-4a077f98f6fb"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Rigid Body Spring Model","subitem_subject_scheme":"Other"},{"subitem_subject":"Local Corrosion","subitem_subject_scheme":"Other"},{"subitem_subject":"Penetration of corrosion products","subitem_subject_scheme":"Other"},{"subitem_subject":"Expansion Model","subitem_subject_scheme":"Other"},{"subitem_subject":"Crack Width","subitem_subject_scheme":"Other"},{"subitem_subject":"Internal Crack","subitem_subject_scheme":"Other"}]},"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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"QUANTITATIVELY EVALUATION OF CRACK PROPAGATION DUE TO REBAR CORROSION","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"QUANTITATIVELY EVALUATION OF CRACK PROPAGATION DUE TO REBAR CORROSION","subitem_title_language":"en"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2014-12-05"},"publish_date":"2014-12-05","publish_status":"0","recid":"18828","relation_version_is_last":true,"title":["QUANTITATIVELY EVALUATION OF CRACK PROPAGATION DUE TO REBAR CORROSION"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T04:07:42.200403+00:00"}