紀要論文 積層した炭素繊維プレートによる H形鋼梁の補剛工法に関する実験的研究
EXPERIMENTAL STUDY ON STIFFENING FOR H-SHAPED STEEL BEAM USING LAMINATED CARBON-FIBER-REINFORCED-PLASTIC-PLATES

山西,央朗  ,  高松,隆夫  ,  藤本,信介  ,  三島,範之

52pp.149 - 156 , 2018-02 , 広島工業大学
ISSN:1346-9975
NII書誌ID(NCID):AA11599110
内容記述
This paper reports the results of bending tests conducted on a Narrow H-shaped steel beam before and after rehabilitation using CFRP plates. These results show enhanced flexural rigidity and the moment carrying capacity of the beam due to bonding CFRP plate. An analytical model is also proposed that can predict the flexural rigidity of rehabilitated steel beam.
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http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/file/12229/20180226103902/research52_149-156.pdf

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