WEKO3
アイテム
{"_buckets": {"deposit": "7411461e-fcaf-44c6-b107-4a96b7336657"}, "_deposit": {"id": "12961", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "12961"}, "status": "published"}, "_oai": {"id": "oai:soar-ir.repo.nii.ac.jp:00012961", "sets": []}, "author_link": ["39740", "39741"], "item_10_biblio_info_6": {"attribute_name": "書誌情報", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "1973-07-25", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "177", "bibliographicPageStart": "167", "bibliographicVolumeNumber": "34", "bibliographic_titles": [{"bibliographic_title": "信州大学工学部紀要"}]}]}, "item_10_description_20": {"attribute_name": "抄録", "attribute_value_mlt": [{"subitem_description": "The bond stress distribution of reinforced concrete was investigated by making a comparison between observed bond stresses for the push on tests and non-linearly analyzed ones using the finite element method. A typical distribution of the bond stress was observed as a wave-like form having the peaks at a force offering end and a point closed to the free end, and the maximum value was about twice as large as the so-called average bond stress. In consequence of the appropriate assumptions of the quantitative constants depending on the bond characteristics, the distribution forms obtained from the non-linear analyses were qualitatively in agreement with those obtained from the observations, but the linear analyses, by which the distribution forms were not wave-like, could not make clear the actual observations at all. It was found that the distribution is greatly affected by the slight changes of the bond constants. Then the conclusion may be drawn that the bond behavior in reinforced concrete is not elastic but plastic. The bond strength of the group bars was also observed, and the coefficients of the effective bond area were nearly 0.67 for 2 bars and 0.5 for 3 bars respectively.", "subitem_description_type": "Abstract"}]}, "item_10_description_30": {"attribute_name": "資源タイプ(コンテンツの種類)", "attribute_value_mlt": [{"subitem_description": "Article", "subitem_description_type": "Other"}]}, "item_10_description_31": {"attribute_name": "フォーマット:mimeタイプ", "attribute_value_mlt": [{"subitem_description": "application/pdf", "subitem_description_type": "Other"}]}, "item_10_description_5": {"attribute_name": "引用", "attribute_value_mlt": [{"subitem_description": "信州大学工学部紀要 34: 167-177 (1973)", "subitem_description_type": "Other"}]}, "item_10_publisher_4": {"attribute_name": "出版者", "attribute_value_mlt": [{"subitem_publisher": "信州大学工学部"}]}, "item_10_select_64": {"attribute_name": "著者版フラグ", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_10_source_id_35": {"attribute_name": "ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0037-3818", "subitem_source_identifier_type": "ISSN"}]}, "item_10_source_id_39": {"attribute_name": "NII ISSN", "attribute_value_mlt": [{"subitem_source_identifier": "0037-3818", "subitem_source_identifier_type": "ISSN"}]}, "item_10_source_id_40": {"attribute_name": "書誌レコードID", "attribute_value_mlt": [{"subitem_source_identifier": "AN00121228", "subitem_source_identifier_type": "NCID"}]}, "item_10_text_66": {"attribute_name": "sortkey", "attribute_value_mlt": [{"subitem_text_value": "13"}]}, "item_1627890569677": {"attribute_name": "出版タイプ", "attribute_value_mlt": [{"subitem_version_resource": "http://purl.org/coar/version/c_970fb48d4fbd8a85", "subitem_version_type": "VoR"}]}, "item_creator": {"attribute_name": "著者", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "伝田, 正直", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "39740", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "長, 尚", "creatorNameLang": "ja"}], "nameIdentifiers": [{"nameIdentifier": "39741", "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": "2015-09-28"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "Engineering34-14.pdf", "filesize": [{"value": "675.5 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_note", "mimetype": "application/pdf", "size": 675500.0, "url": {"label": "Engineering34-14.pdf", "url": "https://soar-ir.repo.nii.ac.jp/record/12961/files/Engineering34-14.pdf"}, "version_id": "449e4bd0-d527-4c96-8124-7217f78358b2"}]}, "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": "鉄筋コンクリートの付着応力の分布について", "item_titles": {"attribute_name": "タイトル", "attribute_value_mlt": [{"subitem_title": "鉄筋コンクリートの付着応力の分布について", "subitem_title_language": "ja"}, {"subitem_title": "On the Bond Stress Distribution of Reinforced Concrete", "subitem_title_language": "en"}]}, "item_type_id": "10", "owner": "1", "path": ["1273"], "permalink_uri": "http://hdl.handle.net/10091/3183", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2009-06-30"}, "publish_date": "2009-06-30", "publish_status": "0", "recid": "12961", "relation": {}, "relation_version_is_last": true, "title": ["鉄筋コンクリートの付着応力の分布について"], "weko_shared_id": -1}
鉄筋コンクリートの付着応力の分布について
http://hdl.handle.net/10091/3183
http://hdl.handle.net/10091/3183dcd9ac78-f07e-4c62-b3f8-41beaec1ce56
名前 / ファイル | ライセンス | アクション |
---|---|---|
![]() |
|
Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 2009-06-30 | |||||
タイトル | ||||||
言語 | ja | |||||
タイトル | 鉄筋コンクリートの付着応力の分布について | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | On the Bond Stress Distribution of Reinforced Concrete | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | departmental bulletin paper | |||||
著者 |
伝田, 正直
× 伝田, 正直× 長, 尚 |
|||||
出版者 | ||||||
出版者 | 信州大学工学部 | |||||
引用 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 信州大学工学部紀要 34: 167-177 (1973) | |||||
書誌情報 |
信州大学工学部紀要 巻 34, p. 167-177, 発行日 1973-07-25 |
|||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The bond stress distribution of reinforced concrete was investigated by making a comparison between observed bond stresses for the push on tests and non-linearly analyzed ones using the finite element method. A typical distribution of the bond stress was observed as a wave-like form having the peaks at a force offering end and a point closed to the free end, and the maximum value was about twice as large as the so-called average bond stress. In consequence of the appropriate assumptions of the quantitative constants depending on the bond characteristics, the distribution forms obtained from the non-linear analyses were qualitatively in agreement with those obtained from the observations, but the linear analyses, by which the distribution forms were not wave-like, could not make clear the actual observations at all. It was found that the distribution is greatly affected by the slight changes of the bond constants. Then the conclusion may be drawn that the bond behavior in reinforced concrete is not elastic but plastic. The bond strength of the group bars was also observed, and the coefficients of the effective bond area were nearly 0.67 for 2 bars and 0.5 for 3 bars respectively. | |||||
資源タイプ(コンテンツの種類) | ||||||
内容記述タイプ | Other | |||||
内容記述 | Article | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0037-3818 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00121228 | |||||
出版タイプ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 |