{"created":"2023-05-15T11:02:40.664219+00:00","id":56,"links":{},"metadata":{"_buckets":{"deposit":"8a3cbac6-a795-4e42-818c-89d7a195643b"},"_deposit":{"created_by":11,"id":"56","owners":[11],"pid":{"revision_id":0,"type":"depid","value":"56"},"status":"published"},"_oai":{"id":"oai:iot.repo.nii.ac.jp:00000056","sets":["1:7"]},"author_link":["167","164","163","166","165","67"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"38","bibliographicPageStart":"34","bibliographic_titles":[{"bibliographic_title":"ものつくり大学紀要"},{"bibliographic_title":"The Bulletin of Institute of Technologists","bibliographic_titleLang":"en"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The paper on relation between preliminary moist curing and mechanical behavior of concrete written by Walter. H. Price is widely known and it is quoted by many teaching materials in the world. In the paper written by the Price, when the moist curing is stopped, the rate of strength gain slows down as water is lost from the concrete, and further strength gain soon ceases. A 3-day period of moist curing will only allow the concrete to reach 75 to 80% of the potential 28-day strength which can be achieved with continuous moist curing. Furthermore, stored continuously in laboratory air will only allow the concrete reach 45% of the potential 28-day strength. However, it was experimented about 60 years ago, and that concrete material was different from present one. In our study, the effects of preliminary moist curing period on the mechanical behavior of present concrete are compared with the paper written by Price, and we describe new properties such as compressive strength, tensile strength, elastic modulus of elasticity of the present concrete.\n","subitem_description_type":"Abstract"},{"subitem_description":"本研究では，現在の一般的な普通および高強度コンクリートについて，Priceの論文と同じ養生条件で圧縮強度試験を行い，強度発現性の相違を調べた．さらには，圧縮強度と相関性があるとされている静弾性係数および割裂引張強度についても検討を行った．","subitem_description_type":"Abstract"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2185-3746","subitem_source_identifier_type":"ISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"澤本, 武博"},{"creatorName":"サワモト, タケヒロ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"67","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"飛内, 圭之"},{"creatorName":"トビナイ, ケイシ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"163","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"辻, 正哲"},{"creatorName":"ツジ, マサノリ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"164","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"SAWAMOTO, Takehiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"165","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"TOBINAI, Keishi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"166","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"TSUJI, Masanori","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"167","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-06-06"}],"displaytype":"detail","filename":"bulletin_13.pdf","filesize":[{"value":"840.8 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"初期の水中養生期間がコンクリートの力学的性質に及ぼす影響","url":"https://iot.repo.nii.ac.jp/record/56/files/bulletin_13.pdf"},"version_id":"c71b0664-b50d-44c7-9acc-97a3215e17d4"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Curing","subitem_subject_scheme":"Other"},{"subitem_subject":"Compressive strength","subitem_subject_scheme":"Other"},{"subitem_subject":"Tensile strength","subitem_subject_scheme":"Other"},{"subitem_subject":"Elastic modulus of elastic","subitem_subject_scheme":"Other"},{"subitem_subject":"Concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Curing","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Compressive strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Tensile strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Elastic modulus of elastic","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"初期の水中養生期間がコンクリートの力学的性質に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"初期の水中養生期間がコンクリートの力学的性質に及ぼす影響"},{"subitem_title":"Effect of Preliminary Moist Curing on Mechanical Behavior of Concrete","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"11","path":["7"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-06-06"},"publish_date":"2017-06-06","publish_status":"0","recid":"56","relation_version_is_last":true,"title":["初期の水中養生期間がコンクリートの力学的性質に及ぼす影響"],"weko_creator_id":"11","weko_shared_id":-1},"updated":"2023-05-15T11:21:23.933942+00:00"}