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- W2990351831 abstract "圧縮フランジの張出し部を考慮したT形RCはりのせん断耐力の評価方法を確立することを目的に，圧縮フランジ幅や厚さ，せん断スパン比，せん断補強鉄筋比がT形RCはりのせん断破壊挙動に及ぼす影響について実験および解析的検討を行った．その結果，圧縮フランジ幅や厚さが大きいほどせん断耐力が大きくなること，せん断補強鉄筋を有するT形RCはりでは，圧縮フランジによって斜めひび割れの進展が抑制され，圧縮フランジが分担するせん断耐力を期待できることを示した．また，せん断補強鉄筋が分担するせん断耐力には圧縮フランジの影響が少ないことを明らかにした．さらに，圧縮フランジの張出し部のコンクリート分担分を考慮したT形RCはりのせん断耐力の推定式を提案した．" @default.
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- W2990351831 date "2019-01-01" @default.
- W2990351831 modified "2023-10-16" @default.
- W2990351831 title "EVALUATION OF SHEAR CAPACITY FOR RC T-BEAMS WITH CONSIDERATION OF SHEAR CARRIED BY COMPRESSION FLANGE" @default.
- W2990351831 doi "https://doi.org/10.2208/jscejmcs.75.279" @default.
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