{"created":"2022-01-28T01:16:57.732377+00:00","id":2005604,"links":{},"metadata":{"_buckets":{"deposit":"4af5bb48-bdfc-474c-b4a9-7629920126c9"},"_deposit":{"id":"2005604","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2005604"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02005604","sets":["1642837622505:1642837855274:1642837858306","1642838403551:1642838406845"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"有限要素法による鉄筋とコンクリートとの付着強度解析　その1　－異形鉄筋の割り裂き付着破壊について－","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Finite Element Analysis of Bond Strength between Steel and Concrete, 1 -Splitting Bond Failure of Deformed Bars-","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"伊良波, 繁雄","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"具志, 幸昌","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"和仁屋, 晴讙","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Iraha, Shigeo","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Gushi, Yukimasa","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"Waniya, Haruyoshi","creatorNameLang":"en"}]}]},"item_1617186476635":{"attribute_name":"Access Rights","attribute_value_mlt":[{"subitem_1522299639480":"open access","subitem_1600958577026":"http://purl.org/coar/access_right/c_abf2"}]},"item_1617186609386":{"attribute_name":"Subject","attribute_value_mlt":[{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Deformed bar"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Bond strength"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"Concrete"},{"subitem_1522299896455":"en","subitem_1522300014469":"Other","subitem_1523261968819":"FEM"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"Bond failure of deformed reinforcing bars generally takes place by splitting of surrounding cover concrete, unless they are confined by heavy reinforcements in surrounding. Therefore. bond strength of deformed reinforcing bars is determined by the cracking resistance of cover concrete. This paper presents analytical method the determine cracking strength of cover concrete by the finite element method where only the effect of tensile cracking is considered to simplify the failure structure of the model. The following results are obtained. 1. Progressive behavior of cracking and cracking strength of cover concrete are determined. 2. Radial stresses perpendicular to the surface of reinforcing bars are uniform before cracks start in concrete and become non-uniform after cracks develop.","subitem_description_type":"Other"},{"subitem_description":"紀要論文","subitem_description_type":"Other"}]},"item_1617186643794":{"attribute_name":"Publisher","attribute_value_mlt":[{"subitem_1522300295150":"ja","subitem_1522300316516":"琉球大学工学部"}]},"item_1617186702042":{"attribute_name":"Language","attribute_value_mlt":[{"subitem_1551255818386":"jpn"}]},"item_1617186783814":{"attribute_name":"Identifier","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/20.500.12000/17671"}]},"item_1617186920753":{"attribute_name":"Source Identifier","attribute_value_mlt":[{"subitem_1522646500366":"ISSN","subitem_1522646572813":"0389-102X"},{"subitem_1522646500366":"NCID","subitem_1522646572813":"AN0025048X"}]},"item_1617186941041":{"attribute_name":"Source Title","attribute_value_mlt":[{"subitem_1522650068558":"ja","subitem_1522650091861":"琉球大学工学部紀要"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1982-09","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"24","bibliographicPageEnd":"69","bibliographicPageStart":"59"}]},"item_1617258105262":{"attribute_name":"Resource Type","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_1617265215918":{"attribute_name":"Version Type","attribute_value_mlt":[{"subitem_1522305645492":"VoR","subitem_1600292170262":"http://purl.org/coar/version/c_970fb48d4fbd8a85"}]},"item_1617605131499":{"attribute_name":"File","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","filename":"No24p059.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2005604/files/No24p059.pdf"},"version_id":"4007e73a-9ac0-45a1-a0a8-53af5254e593"}]},"item_title":"有限要素法による鉄筋とコンクリートとの付着強度解析　その1　－異形鉄筋の割り裂き付着破壊について－","item_type_id":"15","owner":"1","path":["1642837858306","1642838406845"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2010-08-03"},"publish_date":"2010-08-03","publish_status":"0","recid":"2005604","relation_version_is_last":true,"title":["有限要素法による鉄筋とコンクリートとの付着強度解析　その1　－異形鉄筋の割り裂き付着破壊について－"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T02:48:52.042135+00:00"}