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圧縮強度400N/mm2を有する鋼繊維補強コンクリート梁の耐衝撃挙動
http://hdl.handle.net/10258/00010065
http://hdl.handle.net/10258/00010065ba01ce9c-754a-4997-92de-adc9a3dbaf3c
名前 / ファイル | ライセンス | アクション |
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JSE_63A_1201_1209 (3.2 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2019-11-21 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 圧縮強度400N/mm2を有する鋼繊維補強コンクリート梁の耐衝撃挙動 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Impact resistant behavior of fiber reinforced concrete beam with 400 N/mm2 compressive strength | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | ポアフリーコンクリート | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 鋼繊維 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 衝撃載荷実験 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | エネルギー吸収能 | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | pore free concrete | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | steel fiber | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | falling-weight impact test | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | energy absorption capacity | |||||||||||
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 | |||||||||||
アクセス権 | ||||||||||||
アクセス権 | open access | |||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||
著者 |
栗橋, 祐介
× 栗橋, 祐介× 河野, 克哉× 曽根, 涼太× 小室, 雅人
WEKO
9434
× 多田, 克彦 |
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室蘭工業大学研究者データベースへのリンク | ||||||||||||
小室 雅人(KOMURO Masato) | ||||||||||||
http://rdsoran.muroran-it.ac.jp/html/100000258_ja.html | ||||||||||||
抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | In this study, in order to investigate impact resistant behavior of steel fiber reinforced Pore Free Concrete (PFC), that is newly developed ultra-high-strength concrete with 400 N/mm2 compressive strength, falling-weight impact loading tests of PFC beam were conducted taking mixing ratio of steel fiber and height of falling-weight as variables. To investigate the effects of compressive strength on impact resistant behavior of concrete beam, the tests using high-strength concrete (HC) with 100 N/mm2 were also conducted. From this experimental study, following results were obtained: 1) Impact resistant capacity of PFC beam can be more drastically improved by mixing 2 vol.% of steel fiber than the case of HC beam; 2) bonding resistance between PFC and steel fiber could play an important role for upgrading the impact resistance. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A en : Journal of structural engineering. A 巻 63A, p. 1201-1209, 発行日 2017 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 土木学会 | |||||||||||
出版者版へのリンク | ||||||||||||
10.11532/structcivil.63A.1201 | ||||||||||||
https://doi.org/10.11532/structcivil.63A.1201 | ||||||||||||
DOI | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | DOI | |||||||||||
関連識別子 | 10.11532/structcivil.63A.1201 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 40021163773 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 511 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | ISSN | |||||||||||
収録物識別子 | 1881-6614 | |||||||||||
書誌レコードID | ||||||||||||
収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AA12210243 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | © 2017 土木学会 | |||||||||||
著者版フラグ | ||||||||||||
出版タイプ | VoR | |||||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||
主となる版 | ||||||||||||
関連タイプ | isVersionOf | |||||||||||
識別子タイプ | URI | |||||||||||
関連識別子 | https://www.jstage.jst.go.jp/article/structcivil/63A/0/63A_1201/_pdf/-char/ja | |||||||||||
フォーマット | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | application/pdf |