The elastic stress self-monitoring of the key sections of carbon fiber reinforced smart concrete beams can be achieved based on FCER-ECS correlation curve obtained from experiment.

• 基于实验所得CFRC电阻变化率与弹性压应变的相关曲线 ；可实现碳纤维机敏混凝土梁控制截面的弹性应力自监测 .