ログイン
言語:

WEKO3

  • トップ
  • コミュニティ
  • ランキング
AND
To
lat lon distance
To

Field does not validate



インデックスリンク

インデックスツリー

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

{"_buckets": {"deposit": "109676eb-a9fa-4d13-9ad6-2779243122ff"}, "_deposit": {"id": "3887", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "3887"}, "status": "published"}, "_oai": {"id": "oai:nagoya.repo.nii.ac.jp:00003887"}, "item_10_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2001-12", "bibliographicIssueDateType": "Issued"}, "bibliographicPageEnd": "1332", "bibliographicPageStart": "1332", "bibliographic_titles": [{"bibliographic_title": "The Eighth East Asia Pacific Conference on Structural Engineering and Construction"}]}]}, "item_10_description_4": {"attribute_name": "\u6284\u9332", "attribute_value_mlt": [{"subitem_description": "The performances of the guard fence were prescribed in the new code of the guard fence issued in April 1999 in Japan. In the new code, the full-scale experiment for checking the performances of guard fences is required in the design of the guard fence. However, it is difficult to test the performance of full-scale guard fences in the field for the collision parametric examination because of the enormous time and cost consumption. In this study, the numerical analysis procedures using finite element method for both guard fences and vehicle are dealt with to complement the field experiments. Initially, the materials of steel and aluminum alloy are experimented to obtain the stress-strain relationship considering the strain rate effect, which is used in the numerical analyses. In the case of steel guard fence, the results of the analyses considering the strain rate effect agree with the results of the field collision experiment. In the case of aluminum alloy guard fence, the differences of results with and without the stain rate effect configuration are very little.", "subitem_description_type": "Abstract"}]}, "item_10_description_5": {"attribute_name": "\u5185\u5bb9\u8a18\u8ff0", "attribute_value_mlt": [{"subitem_description": "The Eighth East Asia Pacific Conference on Structural Engineering and Construction, Singapore, December 5-7, 2001, 1332", "subitem_description_type": "Other"}]}, "item_10_identifier_60": {"attribute_name": "URI", "attribute_value_mlt": [{"subitem_identifier_type": "HDL", "subitem_identifier_uri": "http://hdl.handle.net/2237/5317"}]}, "item_10_select_15": {"attribute_name": "\u8457\u8005\u7248\u30d5\u30e9\u30b0", "attribute_value_mlt": [{"subitem_select_item": "publisher"}]}, "item_10_text_14": {"attribute_name": "\u30d5\u30a9\u30fc\u30de\u30c3\u30c8", "attribute_value_mlt": [{"subitem_text_value": "application/pdf"}]}, "item_creator": {"attribute_name": "\u8457\u8005", "attribute_type": "creator", "attribute_value_mlt": [{"creatorNames": [{"creatorName": "\u4f0a\u85e4, \u7fa9\u4eba"}], "nameIdentifiers": [{"nameIdentifier": "9828", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Itoh, Yoshito"}], "nameIdentifiers": [{"nameIdentifier": "9829", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Usami, K"}], "nameIdentifiers": [{"nameIdentifier": "9830", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Kusama, Ryuichi"}], "nameIdentifiers": [{"nameIdentifier": "9831", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "\u8c9d\u6cbc, \u91cd\u4fe1"}], "nameIdentifiers": [{"nameIdentifier": "9832", "nameIdentifierScheme": "WEKO"}]}, {"creatorNames": [{"creatorName": "Kainuma, Shigenobu"}], "nameIdentifiers": [{"nameIdentifier": "9833", "nameIdentifierScheme": "WEKO"}]}]}, "item_files": {"attribute_name": "\u30d5\u30a1\u30a4\u30eb\u60c5\u5831", "attribute_type": "file", "attribute_value_mlt": [{"accessrole": "open_date", "date": [{"dateType": "Available", "dateValue": "2018-02-19"}], "displaytype": "detail", "download_preview_message": "", "file_order": 0, "filename": "C-61_Numerical_analyses_of_steel_and_aluminum_alloy_bridge_guard_fences.pdf", "filesize": [{"value": "161.0 kB"}], "format": "application/pdf", "future_date_message": "", "is_thumbnail": false, "licensetype": "license_free", "mimetype": "application/pdf", "size": 161000.0, "url": {"label": "C-61_Numerical_analyses_of_steel_and_aluminum_alloy_bridge_guard_fences.pdf", "url": "https://nagoya.repo.nii.ac.jp/record/3887/files/C-61_Numerical_analyses_of_steel_and_aluminum_alloy_bridge_guard_fences.pdf"}, "version_id": "d5ee4e42-343b-445b-9ec5-2211f6b43cf0"}]}, "item_keyword": {"attribute_name": "\u30ad\u30fc\u30ef\u30fc\u30c9", "attribute_value_mlt": [{"subitem_subject": "bridge guard fence", "subitem_subject_scheme": "Other"}, {"subitem_subject": "strain rate effect", "subitem_subject_scheme": "Other"}, {"subitem_subject": "numerical analysis of vehicle collision", "subitem_subject_scheme": "Other"}]}, "item_language": {"attribute_name": "\u8a00\u8a9e", "attribute_value_mlt": [{"subitem_language": "eng"}]}, "item_resource_type": {"attribute_name": "\u8cc7\u6e90\u30bf\u30a4\u30d7", "attribute_value_mlt": [{"resourcetype": "journal article", "resourceuri": "http://purl.org/coar/resource_type/c_6501"}]}, "item_title": "Numerical analyses of steel and aluminum alloy bridge guard fences", "item_titles": {"attribute_name": "\u30bf\u30a4\u30c8\u30eb", "attribute_value_mlt": [{"subitem_title": "Numerical analyses of steel and aluminum alloy bridge guard fences"}]}, "item_type_id": "10", "owner": "1", "path": ["320/502/503"], "permalink_uri": "http://hdl.handle.net/2237/5317", "pubdate": {"attribute_name": "\u516c\u958b\u65e5", "attribute_value": "2006-01-25"}, "publish_date": "2006-01-25", "publish_status": "0", "recid": "3887", "relation": {}, "relation_version_is_last": true, "title": ["Numerical analyses of steel and aluminum alloy bridge guard fences"], "weko_shared_id": null}
  1. B200 工学部/工学研究科
  2. B200e 会議資料
  3. 国際会議

Numerical analyses of steel and aluminum alloy bridge guard fences

http://hdl.handle.net/2237/5317
b28d23db-8f11-42f3-b7e1-b742226aad06
名前 / ファイル ライセンス アクション
C-61_Numerical_analyses_of_steel_and_aluminum_alloy_bridge_guard_fences.pdf C-61_Numerical_analyses_of_steel_and_aluminum_alloy_bridge_guard_fences.pdf (161.0 kB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2006-01-25
タイトル
タイトル Numerical analyses of steel and aluminum alloy bridge guard fences
著者 伊藤, 義人

× 伊藤, 義人

WEKO 9828

伊藤, 義人

Search repository
Itoh, Yoshito

× Itoh, Yoshito

WEKO 9829

Itoh, Yoshito

Search repository
Usami, K

× Usami, K

WEKO 9830

Usami, K

Search repository
Kusama, Ryuichi

× Kusama, Ryuichi

WEKO 9831

Kusama, Ryuichi

Search repository
貝沼, 重信

× 貝沼, 重信

WEKO 9832

貝沼, 重信

Search repository
Kainuma, Shigenobu

× Kainuma, Shigenobu

WEKO 9833

Kainuma, Shigenobu

Search repository
キーワード
主題Scheme Other
主題 bridge guard fence
キーワード
主題Scheme Other
主題 strain rate effect
キーワード
主題Scheme Other
主題 numerical analysis of vehicle collision
抄録
内容記述 The performances of the guard fence were prescribed in the new code of the guard fence issued in April 1999 in Japan. In the new code, the full-scale experiment for checking the performances of guard fences is required in the design of the guard fence. However, it is difficult to test the performance of full-scale guard fences in the field for the collision parametric examination because of the enormous time and cost consumption. In this study, the numerical analysis procedures using finite element method for both guard fences and vehicle are dealt with to complement the field experiments. Initially, the materials of steel and aluminum alloy are experimented to obtain the stress-strain relationship considering the strain rate effect, which is used in the numerical analyses. In the case of steel guard fence, the results of the analyses considering the strain rate effect agree with the results of the field collision experiment. In the case of aluminum alloy guard fence, the differences of results with and without the stain rate effect configuration are very little.
内容記述タイプ Abstract
内容記述
内容記述 The Eighth East Asia Pacific Conference on Structural Engineering and Construction, Singapore, December 5-7, 2001, 1332
内容記述タイプ Other
言語
言語 eng
資源タイプ
資源タイプresource http://purl.org/coar/resource_type/c_6501
タイプ journal article
書誌情報 The Eighth East Asia Pacific Conference on Structural Engineering and Construction

p. 1332-1332, 発行日 2001-12
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/5317
識別子タイプ HDL
戻る
0
views
See details
Views

Versions

Ver.1 2021-03-01 20:50:23.256877
Show All versions

Share

Mendeley CiteULike Twitter Facebook Print Addthis

Cite as

Export

OAI-PMH
  • OAI-PMH JPCOAR
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON
  • BIBTEX

Confirm


Powered by CERN Data Centre & Invenio


Powered by CERN Data Centre & Invenio