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本文从流变学角度对砼的受压静力弹性模量与强度的关系进行了分析探讨,从理论上验证了我国规范中的相应公式。同时,还对根据砼的流变模型得出的流变性质进行了分析讨论。
This paper analyzes and discusses the relationship between the static modulus of elasticity and the strength of concrete from the perspective of rheology, and theoretically validates the corresponding formula in our country’s norms. At the same time, the rheological properties derived from the rheological model of helium were analyzed and discussed.