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Effect of concrete crushing of flexural strength of steel-concrete composite girders
https://sucra.repo.nii.ac.jp/records/13756
https://sucra.repo.nii.ac.jp/records/1375677586dce-32a7-4fef-beb6-e52de56e73d2
名前 / ファイル | ライセンス | アクション |
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A1003215.pdf (2.3 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2010-01-08 | |||||
タイトル | ||||||
タイトル | Effect of concrete crushing of flexural strength of steel-concrete composite girders | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | reduction factor | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ultimate flexural strength | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | composite I-girder | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | concrete crushing | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
タイトル(別言語) | ||||||
その他のタイトル | 鋼・コンクリート合成桁のたわみ強度に関するコンクリート破壊の影響 | |||||
著者 |
GUPTA Vivek Kumar
× GUPTA Vivek Kumar× 奥井, 義昭× INABA, Naofumi× NAGAI, Masatsugu |
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著者 ローマ字 | ||||||
著者 ローマ字 | ||||||
OKUI, Yoshiaki | ||||||
著者 ローマ字 | ||||||
著者 ローマ字 | ||||||
著者 所属 | ||||||
著者 所属 | ||||||
埼玉大学大学院理工学研究科環境科学・社会基盤部門 | ||||||
著者 所属(別言語) | ||||||
Lead Structural EngineerChiyoda Corp. | ||||||
著者 所属(別言語) | ||||||
Department of Civil and Environmental Engineering, Saitama University | ||||||
著者 所属(別言語) | ||||||
Nippon Expressway Res. Inst. Co. Ltd. | ||||||
著者 所属(別言語) | ||||||
Dept. of Civil and Environmental Eng., Nagaoka Univ. of Technol. | ||||||
書誌情報 |
土木学会論文集A en : Doboku Gakkai Ronbunshuu A 巻 63, 号 3, p. 475-485, 発行日 2007 |
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年月次 | ||||||
2007 | ||||||
出版者名 | ||||||
出版者 | 社団法人土木学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 18806023 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The ultimate flexural strength of composite steel girders with compact sections is examined through experimental investigation and elasto-plastic finite displacement analyses to develop a reduction factor of the ultimate flexural strength. A two-point loading test of a composite girder was carried out to verify the numerical modeling by comparing the experimental and numerical results. Then, a parametric study was performed using finite element analyses to investigate the effect of concrete crushing on the flexural strength of composite girders constructed using SM570 grade steel. Observations made by comparison of the ultimate flexural strength obtained from the experimental and numerical results with that according to the AASHTO and Eurocode show that the existing reduction factor equations are conservative and can be relaxed when the strength is controlled by crushing of concrete slab. A new reduction factor for the ultimate flexural strength for composite I-girders under positive bending is proposed. 密実な断面を持つ合成鋼桁の終局的なたわみ強度は,終局たわみ強度の減少係数を発展させるために,実験的研究と弾塑性有限変位解析により審査された。実験結果と計算結果を比較して数学モデルを実証するために,合成桁の2点載荷試験が行われた。そして,SM570級の鋼材を使って構築された合成桁のたわみ強度に関わるコンクリート破壊の影響を調べるために,有限要素解析を使ってパラメトリック解析が行われた。AASHTOとユーロコードに従って実験結果と計算結果から得られた終局たわみ強度の比較より得られた見解は,現存の減少係数が保守的であり,コンクリートスラブの破壊によりその強さが制御されると軽減されることを示している。正の曲げを受ける合成I桁に対する終局たわみ強度の新しい減少係数が提案された。 (翻訳著者抄録) |
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版 | ||||||
[著者版] | ||||||
著者版フラグ | ||||||
出版タイプ | AM | |||||
出版タイプResource | http://purl.org/coar/version/c_ab4af688f83e57aa | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2010-01-08 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
A1003215 |