Tool · Moment–curvature
モーメント–曲率の繊維モデル解析：3種類のコンクリートモデルで、靭性を1枚の図で比較。
かぶりコンクリートと拘束された核心コンクリートの両方を考慮する繊維モデル断面解析で、降伏点、公称点、ピーク点、終局点と、曲率靭性 μφ が得られます。
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同一断面、4つのモデル
下図は、計算コアが同じ断面に4種類のコンクリートモデルを適用して実際に計算した結果です。拘束と繊維補強が終局曲率と靭性に与える影響が一目でわかります。
参考文献
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