活性粉末混凝土单轴受压应力—应变关系研究综述

Review on the stress-strain relation of reactive powder concrete under uniaxial compression

介绍了活性粉末混凝土(RPC)所具有的优点,结合RPC单轴受压应力—应变关系的研究现状,分析了目前提出的三种RPC单轴受压应力—应变关系的优缺点,为同类问题的研究奠定了基础。

The paper introduces the advantages of the RPC（ Reactive Powder Concrete）,analyes the advantages and disadvantages of the three RPC uniaxial compressed-strain relation by combining with the research on the relation,so as to lay the foundation for the research on the similar problems.