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ASRを生じたPCはりの膨張挙動と損傷後の構造性能の評価
http://hdl.handle.net/2237/20921
490373c1-deb2-4abc-a5ba-c0eb731e8307
名前 / ファイル | ライセンス | アクション | |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2014-12-05 | |||||
タイトル | ||||||
タイトル | ASRを生じたPCはりの膨張挙動と損傷後の構造性能の評価 | |||||
著者 |
上田, 尚史
× 上田, 尚史× 中村, 光× 国枝, 稔 |
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キーワード | ||||||
主題Scheme | Other | |||||
主題 | アルカリシリカ反応 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | ASR膨張モデル | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 構造性能評価 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | PCはり | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | クリープ | |||||
抄録 | ||||||
内容記述 | アルカリシリカ反応(ASR)を生じたプレストレストコンクリート(PC)部材の構造性能の評価を目的として,プレストレスによるクリープの影響を考慮したASR 膨張モデルと,ASR によりコンクリートに生じる損傷の異方性を考慮した統合解析手法を開発し,PC はりのASR 膨張挙動とASR 損傷後の構造性能の評価の解析的な検討を試みた。その結果,提案した手法を用いることで,ASR 損傷を生じたPC はりの挙動を概ね妥当に評価可能となることを示した。 | |||||
内容記述タイプ | Abstract | |||||
出版者 | ||||||
出版者 | 日本コンクリート工学会 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプresource | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1347-7560 | |||||
書誌情報 |
コンクリート工学年次論文集 巻 31, 号 1, p. 1261-1266, 発行日 2009 |
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著者版フラグ | ||||||
値 | publisher | |||||
URI | ||||||
識別子 | http://hdl.handle.net/2237/20921 | |||||
識別子タイプ | HDL |