{"created":"2023-03-30T09:26:26.868688+00:00","id":3165,"links":{},"metadata":{"_buckets":{"deposit":"c842f1a1-cc21-44ba-9cc7-d6f0b8ec94d1"},"_deposit":{"id":"3165","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"3165"},"status":"published"},"_oai":{"id":"oai:nied-repo.bosai.go.jp:00003165","sets":[]},"author_link":[],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"0","bibliographicPageEnd":"1_-_GS0507-2_","bibliographicPageStart":"_GS0507","bibliographicVolumeNumber":"2008","bibliographic_titles":[{"bibliographic_title":"M&M材料力学カンファレンス","bibliographic_titleLang":"ja"},{"bibliographic_title":"The Proceedings of the Materials and Mechanics Conference","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"段階的に繰り返し変位を増加させ、疲労損傷を生じさせた配管要素試験体に対し、載荷における応力レベルと外観観察や外径計測から得られるデータ、ひずみ等の計測データを対比した。線形を仮定して求めた一次応力と実験により得られた損傷とを対比すると、現行の一次応力制限相当の負荷では、ひずみの一部が塑性挙動を示すが復元力特性にはほとんど影響が現れないこと、外観観察または外径計測で損傷の兆候が確認されるのは、さらに高レベルの負荷以降であることがわかった。","subitem_description_language":"ja","subitem_description_type":"Other"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"一般社団法人 日本機械学会","subitem_publisher_language":"ja"},{"subitem_publisher":"The Japan Society of Mechanical Engineers","subitem_publisher_language":"en"}]},"item_10001_relation_14":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"10.1299/jsmemm.2008._GS0507-1_"}}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"中村 いずみ","creatorNameLang":"ja"},{"creatorName":"NAKAMURA Izumi","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"大谷 章仁","creatorNameLang":"ja"},{"creatorName":"OTANI Akihito","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"白鳥 正樹","creatorNameLang":"ja"},{"creatorName":"SHIRATORI Masaki","creatorNameLang":"en"}]}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_title":"GS0507 繰り返し載荷を受ける配管の作用荷重レベルと損傷状況の比較(GS05-02 疲労強度2,GS05 疲労強度)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"GS0507 繰り返し載荷を受ける配管の作用荷重レベルと損傷状況の比較(GS05-02 疲労強度2,GS05 疲労強度)","subitem_title_language":"ja"},{"subitem_title":"GS0507 Observed damages of pipes under cyclic load depending on the applied load level","subitem_title_language":"en"}]},"item_type_id":"40001","owner":"1","path":["1670839190650"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-03-30"},"publish_date":"2023-03-30","publish_status":"0","recid":"3165","relation_version_is_last":true,"title":["GS0507 繰り返し載荷を受ける配管の作用荷重レベルと損傷状況の比較(GS05-02 疲労強度2,GS05 疲労強度)"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-08T01:32:42.390703+00:00"}