Abstract For Abstract see ChemInform Abstract in Full Text.
How volume change of the cement hydrates affects mechanical characteristics of mortar after calcium leaching are discussed and prediction equations for elastic modulus, tensile strength, fracture energy and shear strength are proposed. Furthermore an analysis of mass transfer with chemical reaction based on a finite volume method is developed and is coupled with a mechanical analysis based on the RBSM. The validity of the coupled analytical method is discussed.
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主筋およびせん断補強筋に連続繊維補強材を用いたコンクリートはりの実験および解析を行うことで, 連続繊維で補強したコンクリートはりのせん断耐荷力の評価を試みた. 主筋に連続繊維補強材を用いた場合には, 斜め引張破壊強度に及ぼす主筋弾性係数の影響を解析的に明らかにし, その強度評価方法を示した. 一方, せん断補強筋に連続繊維補強材を用いた場合には, 曲げ成形部の強度に注目し, その強度算定式を理論的に導くとともに, 最終的にせん断補強筋の破断で破壊に至るはりのせん断耐荷力評価方法を検討した.