{"_buckets": {"deposit": "1f99e0dd-f2d9-4117-bd2b-81a7cd683a3d"}, "_deposit": {"id": "30452", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "30452"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00030452"}, "item_10_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2020-07", "bibliographicIssueDateType": "Issued"}, "bibliographicPageStart": "103593", "bibliographicVolumeNumber": "110", "bibliographic_titles": [{"bibliographic_title": "Cement and Concrete Composites"}]}]}, "item_10_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "This study proposed an analytical method based on the Three Dimensional Rigid Body Spring Model (3D-RBSM) to realistically simulate bond behavior of deformed rebar in concrete. In this method, concrete was modeled by rigid particles using a voronoi mesh with random geometry and rebar was modeled by beam element connected to concrete through a link element that was assigned a suitable local bond model. The proposed model enables to evaluate changes in internal cracking and stress distribution due to variation in cover thickness and rebar diameter. Furthermore, it can simulate the bond stress slip behavior and transition of failure modes. Based on analytical results, it was confirmed that the proposed simplified model can evaluate bond behavior like three dimensional rebar model with rib shape, consequently, it provides an economical and efficient alternative due to lesser computational elements.", "subitem_description_type": "Abstract"}]}, "item_10_description_5": {"attribute_name": "\u5185\u5bb9\u8a18\u8ff0", "attribute_value_mlt": [{"subitem_description": "\u30d5\u30a1\u30a4\u30eb\u516c\u958b\uff1a2022-07-01", "subitem_description_type": "Other"}]}, "item_10_publisher_32": {"attribute_name": "\u51fa\u7248\u8005", "attribute_value_mlt": [{"subitem_publisher": "Elsevier"}]}, "item_10_relation_11": {"attribute_name": "DOI", "attribute_value_mlt": [{"subitem_relation_type_id": {"subitem_relation_type_id_text": "https://doi.org/10.1016/j.cemconcomp.2020.103593", "subitem_relation_type_select": "DOI"}}]}, "item_10_rights_12": {"attribute_name": "\u6a29\u5229", "attribute_value_mlt": [{"subitem_rights": "\u00a9 2020. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/"}]}, "item_10_select_15": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "author"}]}, "item_10_source_id_61": {"attribute_name": "ISSN\uff08print\uff09", "attribute_value_mlt": [{"subitem_source_identifier": "0958-9465", "subitem_source_identifier_type": "ISSN"}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "Farooq, Usman"}], "nameIdentifiers": [{"nameIdentifier": "101251", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Nakamura, Hikaru"}], "nameIdentifiers": [{"nameIdentifier": "101252", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Miura, Taito"}], "nameIdentifiers": [{"nameIdentifier": "101253", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Yamamoto, Yoshihito"}], "nameIdentifiers": [{"nameIdentifier": "101254", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "\u30d5\u30a1\u30a4\u30eb\u60c5\u5831", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2022-07-01"}], "displaytype": "detail", "download_preview_message": "Download / Preview is available from 2022/6/30.", "file_order": 0, "filename": "Farooq_ U_CEMENT CONCRETE COMPOSITES.pdf", "filesize": [{"value": "2.0 MB"}], "format": "application/pdf", "future_date_message": "Download is available from 2022/6/30.", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 2000000.0, "url": {"label": "Farooq_ U_CEMENT CONCRETE COMPOSITES", "url": "https://nagoya.repo.nii.ac.jp/record/30452/files/Farooq_ U_CEMENT CONCRETE COMPOSITES.pdf"}, "version_id": "4ac99aa4-3e97-496f-a4b4-5122827906f2"}]}, "item_keyword": {"attribute_name": "\u30ad\u30fc\u30ef\u30fc\u30c9", "attribute_value_mlt": [{"subitem_subject": "Bond behavior", "subitem_subject_scheme": "Other"}, {"subitem_subject": "3D-RBSM", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Voronoi mesh", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Beam element", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Concrete cover", "subitem_subject_scheme": "Other"}, {"subitem_subject": "Rebar diameter", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_resource_type": {"attribute_name": "\u8cc7\u6e90\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"resourcetype": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "Proposal of bond behavior simulation model by using discretized voronoi mesh for concrete and beam element for reinforcement", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "Proposal of bond behavior simulation model by using discretized voronoi mesh for concrete and beam element for reinforcement"}]}, "item_type_id": "10", "owner": "1", "path": ["320/321/322"], "permalink_uri": "http://hdl.handle.net/2237/00032637", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2020-09-16"}, "publish_date": "2020-09-16", "publish_status": "0", "recid": "30452", "relation": {}, "relation_version_is_last": true, "title": ["Proposal of bond behavior simulation model by using discretized voronoi mesh for concrete and beam element for reinforcement"], "weko_shared_id": null}