{"created":"2023-05-15T11:58:50.546178+00:00","id":5023,"links":{},"metadata":{"_buckets":{"deposit":"acfba114-177d-4eda-988c-a5c408efe3a0"},"_deposit":{"created_by":3,"id":"5023","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"5023"},"status":"published"},"_oai":{"id":"oai:kyutech.repo.nii.ac.jp:00005023","sets":["8:24"]},"author_link":["20121","20122","3665","20123"],"item_21_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017-06-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"11","bibliographicPageEnd":"1494","bibliographicPageStart":"1482","bibliographicVolumeNumber":"97","bibliographic_titles":[{"bibliographic_title":"ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik"}]}]},"item_21_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The problems of multiple inclined or curved cracks in circular positions is treated by using the hypersingular integral equation method. The cracks center are placed at the edge of a virtual circle with radius R. The first crack is fixed on the x-axis while the second crack is located on the boundary of a circle with the varying angle, θ. A system of hypersingular integral equations is formulated and solved numerically for the stress intensity factor (SIF). Numerical examples demonstrate the effect of interaction between two cracks in circular positions are given. It is found that, the severity at the second crack tips are significant when the ratio length of the second to the first crack is small and it is placed at a small angle of θ.","subitem_description_type":"Abstract"}]},"item_21_description_60":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Journal Article","subitem_description_type":"Other"}]},"item_21_link_62":{"attribute_name":"研究者情報","attribute_value_mlt":[{"subitem_link_url":"https://hyokadb02.jimu.kyutech.ac.jp/html/10_ja.html"}]},"item_21_publisher_7":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Wiley-V C H Verlag GMBH"}]},"item_21_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"info:doi/10.1002/zamm.201600290","subitem_relation_type_select":"DOI"}}]},"item_21_relation_14":{"attribute_name":"情報源","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"https://doi.org/10.1002/zamm.201600290"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.1002/zamm.201600290","subitem_relation_type_select":"DOI"}}]},"item_21_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright (c) 2017 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim"},{"subitem_rights":"This is the peer reviewed version of the following article: https://onlinelibrary.wiley.com/doi/full/10.1002/zamm.201600290, which has been published in final form at https://doi.org/10.1002/zamm.201600290. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions."}]},"item_21_select_59":{"attribute_name":"査読の有無","attribute_value_mlt":[{"subitem_select_item":"yes"}]},"item_21_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1521-4001","subitem_source_identifier_type":"ISSN"}]},"item_21_text_28":{"attribute_name":"論文ID（連携）","attribute_value_mlt":[{"subitem_text_value":"10302441"}]},"item_21_text_36":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"Mathematics Department, Faculty of Science, Universiti Putra Malaysia"},{"subitem_text_value":"Mathematics Department, Faculty of Science, Universiti Putra Malaysia/ Institute for Mathematical Research, Universiti Putra Malaysia"},{"subitem_text_value":"Mathematics Department, Faculty of Science, Universiti Putra Malaysia/ Institute for Mathematical Research, Universiti Putra Malaysia"},{"subitem_text_value":"Kyushu Institute of Technology"}]},"item_21_text_63":{"attribute_name":"連携ID","attribute_value_mlt":[{"subitem_text_value":"6168"}]},"item_21_version_type_58":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_ab4af688f83e57aa","subitem_version_type":"AM"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Rafar,  R. A."}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Nik Long,  N. M. A."}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Senu,  N."}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"Noda, Nao-Aki","creatorNameLang":"en"},{"creatorName":"野田, 尚昭","creatorNameLang":"ja"},{"creatorName":"ノダ, ナオアキ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{},{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-06-14"}],"displaytype":"detail","filename":"zamm_1_13.pdf","filesize":[{"value":"2.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"zamm_1_13","url":"https://kyutech.repo.nii.ac.jp/record/5023/files/zamm_1_13.pdf"},"version_id":"bc9e4497-ad3e-4791-be11-b5f23d2dcd83"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Stress intensity factor","subitem_subject_scheme":"Other"},{"subitem_subject":"multiple inclined or curved cracks","subitem_subject_scheme":"Other"},{"subitem_subject":"circular position","subitem_subject_scheme":"Other"},{"subitem_subject":"hypersingular integral equation","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"Stress intensity factor for multiple inclined or curved cracks problem in circular positions in plane elasticity","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Stress intensity factor for multiple inclined or curved cracks problem in circular positions in plane elasticity"}]},"item_type_id":"21","owner":"3","path":["24"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-06-07"},"publish_date":"2018-06-07","publish_status":"0","recid":"5023","relation_version_is_last":true,"title":["Stress intensity factor for multiple inclined or curved cracks problem in circular positions in plane elasticity"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-10-25T06:47:28.650657+00:00"}