{"created":"2025-02-21T04:40:47.057734+00:00","id":2008974,"links":{},"metadata":{"_buckets":{"deposit":"5e62cba8-2841-4c1a-a6f8-8ede962e1da5"},"_deposit":{"created_by":41,"id":"2008974","owners":[41],"pid":{"revision_id":0,"type":"depid","value":"2008974"},"status":"published"},"_oai":{"id":"oai:hiroshima.repo.nii.ac.jp:02008974","sets":["1730444907710"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_title":"Buckling analysis of stiffened plate structures by an improved meshfree flat shell formulation","subitem_title_language":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Sadamoto, Shota","creatorNameLang":"en"}],"familyNames":[{"familyName":"Sadamoto","familyNameLang":"en"}],"givenNames":[{"givenName":"Shota","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Tanaka, Satoyuki","creatorNameLang":"en"}],"familyNames":[{"familyName":"Tanaka","familyNameLang":"en"}],"givenNames":[{"givenName":"Satoyuki","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Taniguchi, Kunihiko","creatorNameLang":"en"}],"familyNames":[{"familyName":"Taniguchi","familyNameLang":"en"}],"givenNames":[{"givenName":"Kunihiko","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Özdemir, Mehmet","creatorNameLang":"en"}],"familyNames":[{"familyName":"Özdemir","familyNameLang":"en"}],"givenNames":[{"givenName":"Mehmet","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Bui, Tinh-Quoc","creatorNameLang":"en"}],"familyNames":[{"familyName":"Bui","familyNameLang":"en"}],"givenNames":[{"givenName":"Tinh-Quoc","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Murakami, Chikahisa","creatorNameLang":"en"}],"familyNames":[{"familyName":"Murakami","familyNameLang":"en"}],"givenNames":[{"givenName":"Chikahisa","givenNameLang":"en"}]},{"creatorNames":[{"creatorName":"Yanagihara, Daisuke","creatorNameLang":"en"}],"familyNames":[{"familyName":"Yanagihara","familyNameLang":"en"}],"givenNames":[{"givenName":"Daisuke","givenNameLang":"en"}]}]},"item_1617186476635":{"attribute_name":"Access Rights","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_1617186499011":{"attribute_name":"Rights","attribute_value_mlt":[{"subitem_rights":"© <2017>. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/","subitem_rights_language":"en"},{"subitem_rights":"This is not the published version. Please cite only the published version. ","subitem_rights_language":"en"},{"subitem_rights":"この論文は出版社版ではありません。引用の際には出版社版をご確認、ご利用ください。","subitem_rights_language":"ja"}]},"item_1617186609386":{"attribute_name":"Subject","attribute_value_mlt":[{"subitem_subject":"Meshfree","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Reproducing kernel","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Stiffened Plate","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Buckling","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"An efficient Galerkin meshfree flat shell formulation is presented for the analysis of buckling behaviors of stiffened plate structures. Both plate bending and membrane deformations are approximated by the reproducing kernel particle method (RKPM). The governing equation is transformed into a weak form, and it is discretized by the scattered nodes. The stiffness matrix is numerically integrated with the nodal integration technique, i.e., the stabilized conforming nodal integration (SCNI). The RKPM and SCNI based flat shell modeling approach can address the shear locking problem. Additionally, the present discretization is further improved by involving a drilling rotation component, which is to effectively model the stiffeners. There are six degrees of freedom per node. A singular kernel is also introduced into a set of the interpolants to model the web/flange connection, as well as the imposition of the essential boundary conditions. A generalized eigenvalue problem is analyzed for evaluating buckling loads/modes of the stiffened plate structures. The accuracy of the numerical results and the effectiveness of the proposed method are examined through several numerical examples.","subitem_description_language":"en"},{"subitem_description":"Tinh Quoc Bui gratefully acknowledges the support from Grant-in-Aid for Scientific Research - JSPS.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_1617186643794":{"attribute_name":"Publisher","attribute_value_mlt":[{"subitem_publisher":"Elsevier","subitem_publisher_language":"en"}]},"item_1617186702042":{"attribute_name":"Language","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_1617186901218":{"attribute_name":"Funding Reference","attribute_value_mlt":[{"subitem_award_numbers":{"subitem_award_number":"15H02328","subitem_award_uri":"https://kaken.nii.ac.jp/ja/grant/KAKENHI-PROJECT-15H02328/"},"subitem_award_titles":[{"subitem_award_title":"多軸応力影響と繰り返し載荷影響を考慮した船体桁の縦曲げ最終強度評価に関する研究","subitem_award_title_language":"ja"}],"subitem_funder_names":[{"subitem_funder_name":"日本学術振興会","subitem_funder_name_language":"ja"}]},{"subitem_award_numbers":{"subitem_award_number":"15K06632","subitem_award_uri":"https://kaken.nii.ac.jp/ja/grant/KAKENHI-PROJECT-15K06632/"},"subitem_award_titles":[{"subitem_award_title":"Ultimate longitudinal bending strength of ship hull girder considering multi-axial stress and repeated loading effects","subitem_award_title_language":"en"}],"subitem_funder_names":[{"subitem_funder_name":"Japan Society for the Promotion of Science","subitem_funder_name_language":"en"}]},{"subitem_award_titles":[{"subitem_award_title":"き裂を有するパネルの圧壊挙動メカニズムの解明","subitem_award_title_language":"ja"}],"subitem_funder_names":[{"subitem_funder_name":"日本学術振興会","subitem_funder_name_language":"ja"}]},{"subitem_award_titles":[{"subitem_award_title":"Collapse Behavior of Rectangular Panel with Crack Damage.","subitem_award_title_language":"en"}],"subitem_funder_names":[{"subitem_funder_name":"Japan Society for the Promotion of Science","subitem_funder_name_language":"en"}]}]},"item_1617187024783":{"attribute_name":"Page Start","attribute_value_mlt":[{"subitem_start_page":"303"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017-05-06","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"313","bibliographicPageStart":"303","bibliographicVolumeNumber":"117","bibliographic_titles":[{"bibliographic_title":"Thin-Walled Structures","bibliographic_titleLang":"en"}]}]},"item_1617258105262":{"attribute_name":"Resource Type","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_1617265215918":{"attribute_name":"Version Type","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_ab4af688f83e57aa","subitem_version_type":"AM"}]},"item_1617353299429":{"attribute_name":"Relation","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.1016/j.tws.2017.04.012","subitem_relation_type_select":"DOI"}}]},"item_1617605131499":{"attribute_name":"File","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","date":[{"dateType":"Available","dateValue":"2025-01-07"}],"displaytype":"simple","filename":"TWS_117_303.pdf","filesize":[{"value":"13.0 MB"}],"mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://hiroshima.repo.nii.ac.jp/record/2008974/files/TWS_117_303.pdf"},"version_id":"818551cb-542b-474f-b190-4066e72bca8b"}]},"item_1732771732025":{"attribute_name":"旧ID","attribute_value":"55928"},"item_title":"Buckling analysis of stiffened plate structures by an improved meshfree flat shell formulation","item_type_id":"40003","owner":"41","path":["1730444907710"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2025-01-07"},"publish_date":"2025-01-07","publish_status":"0","recid":"2008974","relation_version_is_last":true,"title":["Buckling analysis of stiffened plate structures by an improved meshfree flat shell formulation"],"weko_creator_id":"41","weko_shared_id":-1},"updated":"2025-02-22T04:41:23.609662+00:00"}