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Study on the Macromesoscopic Yield Criterion of Concrete Material

机译:混凝土宏观宏观屈服准则的研究

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In mesoscopy, the concrete material is a kind of composite consisting of mortar matrix, aggregate, and the interface between them. And the shape of aggregate is assumed to be spherical and the mortar matrix is supposed to satisfy the Drucker-Prager yield criterion. The energy density support function is introduced to reflect the yield surface of mortar matrix. In order to solve the nonderivability on the yield boundary, the function approximation series has been constructed to substitute for the energy density support function. Finally, based on the function series, a macromesoscopic yield criterion of concrete material has been derived by the nonlinear homogenized technique. Through the macromesoscopic yield criterion established, the influence law of the bonding status of interface and the fraction of aggregate on the macrofriction coefficient is explored.
机译:在介观中,混凝土材料是一种由灰浆基体,骨料以及它们之间的界面组成的复合材料。骨料的形状假定为球形,砂浆基体假定满足Drucker-Prager屈服准则。引入能量密度支持函数以反映砂浆基体的屈服面。为了解决屈服边界上的不可导性,构造了函数逼近级数来代替能量密度支持函数。最后,基于函数序列,通过非线性均化技术推导了混凝土材料的宏观观屈服准则。通过建立宏观介观的屈服准则,探讨了界面键合状态和骨料比例对宏观摩擦系数的影响规律。

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