{"created":"2023-06-19T09:51:03.235914+00:00","id":8049,"links":{},"metadata":{"_buckets":{"deposit":"4a98d9ba-9cc4-4952-87a9-51f551328b98"},"_deposit":{"created_by":3,"id":"8049","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8049"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008049","sets":["502:505:675:707"]},"author_link":["43159","43157","43158"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1999-10","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"66","bibliographicPageStart":"57","bibliographicVolumeNumber":"23","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"寺井, 雅和"}],"nameIdentifiers":[{"nameIdentifier":"43157","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"The purpose of this paper is to propose a new constitutive model for concrete. As the load-carrying mechanism of concrete, a number of micro-crack model are assumed to be distributed with various orientations, sizes and densities in the concrete, and effect of crack growth at the microscopic level is modeled utilizing theories of Linear Elastic Fracture Mechanics (LEFM). Some numerical computations for fracture process of concrete prisms under uniaxial and biaxial tension or compression load are well simulated, using Finite Element Method (FEM) with the proposed constitutive model. The calculation results agree with the experimental ones.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43158","nameIdentifierScheme":"WEKO"}],"names":[{"name":"テライ, マサカズ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43159","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TERAI, Masakazu","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"1999-10-01"}],"displaytype":"detail","filename":"KJ00005781429.pdf","filesize":[{"value":"905.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8049/files/KJ00005781429.pdf"},"version_id":"e37061b3-0585-405e-b764-84c4531166ca"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"構成モデル","subitem_subject_scheme":"Other"},{"subitem_subject":"破壊力学","subitem_subject_scheme":"Other"},{"subitem_subject":"Griffithの式","subitem_subject_scheme":"Other"},{"subitem_subject":"微視クラック","subitem_subject_scheme":"Other"},{"subitem_subject":"Concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Constitutive Model","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Fracture Mechanics","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Griffith's Formula","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Micro Crack","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"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":"微視破壊要素に基づくコンクリート構成モデルの開発","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"微視破壊要素に基づくコンクリート構成モデルの開発"},{"subitem_title":"Development of the Constitutive Model for Concrete Based on Micro Fracture Element","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["707"],"pubdate":{"attribute_name":"公開日","attribute_value":"1999-10-01"},"publish_date":"1999-10-01","publish_status":"0","recid":"8049","relation_version_is_last":true,"title":["微視破壊要素に基づくコンクリート構成モデルの開発"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:31:06.110871+00:00"}