摘要
本文基于混凝土碳化深度的正态分布，将混凝土碳化引起的耐久性损伤看作一个模糊过程，建立了碳化对耐久性损伤的模糊隶属函数，最后给出了耐久性损伤度的计算公式和判据。
Based on the assumption that carbonation depth of concrete submits normal distribution,the damage of durabilitys dealt as a fuzzy progress and the attaching function of the effect of carbonation on the durability is established. Then the formula and criterion for the degree of damage in durability are recommended.
出处
《华北水利水电学院学报》
1995年第3期85-88,共4页
North China Institute of Water Conservancy and Hydroelectric Power
