@article{oai:muroran-it.repo.nii.ac.jp:00010118,
 author = {栗橋,  祐介 and KURIHASHI, Yusuke and 河野, 克哉 and KONO, Katsuya and 曽根, 涼太 and SONE, Ryota and 小室,  雅人 and KOMURO, Masato and 多田, 克彦 and TADA, Katsuhiko},
 journal = {構造工学論文集. A, Journal of structural engineering. A},
 month = {},
 note = {application/pdf, 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.},
 pages = {1201--1209},
 title = {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},
 volume = {63A},
 year = {2017},
 yomi = {クリハシ, ユウスケ and コウノ, カツヤ and ソネ, リョウタ and コムロ, マサト and タダ, カツヒコ}
}