{"created":"2023-07-27T06:25:25.063847+00:00","id":8705,"links":{},"metadata":{"_buckets":{"deposit":"1ee2c3c9-4a9a-4c72-87e6-972f8a8f2327"},"_deposit":{"created_by":3,"id":"8705","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8705"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00008705","sets":["934:935:936"]},"author_link":["849","761","9781"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1998-01-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"63","bibliographicPageStart":"55","bibliographicVolumeNumber":"1","bibliographic_titles":[{"bibliographic_title":"応用力学論文集 = Journal of applied mechanics : JSCE"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this paper, we investigate crack extension behavior for a linear elastic body with a parallel interacting crack which interrupts the extension of a main crack. We discuss the crack extension behaviors based on maximum energy release rate criterion. We compute the energy release rate at the onset of crack kinking, of all the crack tips, using the E-integral which is path independent even for a path containing stationary crack tips. As a result, assuming the isotropy of fracture toughness of the body, we find the optimum position of interacting crack that interrupts the extension of a main crack, and find the energy release rate that tensile fracture strength of the body becomes the largest.","subitem_description_type":"Abstract"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会 = Japan Society of Civil Engineers"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/journalam.1.55","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jsce.or.jp/","subitem_relation_type_select":"URI"}},{"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/journalam1998/-char/ja/","subitem_relation_type_select":"URI"}},{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://ci.nii.ac.jp/naid/40005212163","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © by Japan Society of Civil Engineers 土木学会 | 許可を得て登録"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AA11311063","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1345-9139","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"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":"阿部, 孝弘"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"矢富, 盟祥"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"橋本, 堅一"}],"nameIdentifiers":[{},{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"TE-PR-YATOMI-C-55.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-YATOMI-C-55.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/8705/files/TE-PR-YATOMI-C-55.pdf"},"version_id":"5b29b460-4e0b-4799-a2d3-c6159bcd4b5a"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"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":"主き裂の進展が抑制される位置関係における平行干渉き裂の進展挙動について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"主き裂の進展が抑制される位置関係における平行干渉き裂の進展挙動について"},{"subitem_title":"Crack Extension Behavior at the Position that the Extension of a Main Crack is Interrupted","subitem_title_language":"en"}]},"item_type_id":"4","owner":"3","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"8705","relation_version_is_last":true,"title":["主き裂の進展が抑制される位置関係における平行干渉き裂の進展挙動について"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-07-28T02:05:07.975308+00:00"}