{"created":"2023-07-27T06:27:33.250359+00:00","id":11752,"links":{},"metadata":{"_buckets":{"deposit":"bdebfdae-9a5c-4cdd-b276-f9d95dd0bdbb"},"_deposit":{"created_by":3,"id":"11752","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"11752"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00011752","sets":["934:941:1024:1031"]},"author_link":["1026","72457","9852","100574","18415"],"item_7_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1977-06-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"49","bibliographicPageStart":"39","bibliographicVolumeNumber":"11","bibliographic_titles":[{"bibliographic_title":"金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University"}]}]},"item_7_creator_34":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Hasaba, Shigemasa"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Saito, Mitsuru"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Kawamura, Mitsunori"}],"nameIdentifiers":[{},{},{}]}]},"item_7_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"   It is important to understand the tensile strength characteristic of concrete as a fundamental mechanical property. In this study, to clarify the fracture mechanism of concrete under the splitting loads, the stress analyses were carried out for the model concrete under the splitting loads by photoelastic and finite element methods. In the finite element analysis, complete bond is assumed between the model aggregates and the matrix. The model concrete specimens used include two model aggregates with various shapes. \nThe major conclusions obtained are as follows:\n(1)\tThe existence of aggregates complicates the stress distribution in the model concrete ; shape as well as position of the aggregates embedded in the matrix has a great influence on the stress distribution around the aggregates.\n(2)\tExtremely high tensile stress occurs within the angular aggregates.","subitem_description_type":"Abstract"}]},"item_7_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00011739","subitem_identifier_reg_type":"JaLC"}]},"item_7_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"金沢大学工学部 = Faculty of Technology Kanazawa University"}]},"item_7_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://ci.nii.ac.jp/naid/40000512511/","subitem_relation_type_select":"URI"}}]},"item_7_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00044309","subitem_source_identifier_type":"NCID"}]},"item_7_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0022-832X","subitem_source_identifier_type":"ISSN"}]},"item_7_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":"枷場, 重正"}],"nameIdentifiers":[{"nameIdentifier":"1026","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"30019690","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=30019690"},{"nameIdentifier":"30019690","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000030019690"}]},{"creatorNames":[{"creatorName":"斉藤, 満"}],"nameIdentifiers":[{"nameIdentifier":"18415","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"川村, 満紀"}],"nameIdentifiers":[{"nameIdentifier":"9852","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"20019730","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=20019730"},{"nameIdentifier":"20019730","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000020019730"}]}]},"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":"AN00044309-11-1-39-49.pdf","filesize":[{"value":"284.7 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"AN00044309-11-1-39-49.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/11752/files/AN00044309-11-1-39-49.pdf"},"version_id":"e2433ce4-2575-45c8-96d0-0dcacc07c16c"}]},"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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"圧裂載荷下におけるモデルコンクリ-ト中の応力分布について","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"圧裂載荷下におけるモデルコンクリ-ト中の応力分布について"},{"subitem_title":"Stress distribution in Concrete under the Splitting Loads","subitem_title_language":"en"}]},"item_type_id":"7","owner":"3","path":["1031"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"11752","relation_version_is_last":true,"title":["圧裂載荷下におけるモデルコンクリ-ト中の応力分布について"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-07-27T09:07:14.523372+00:00"}