corrosion-induced expansive force

The validity of the developedmethod is verified with experimental results. The effects of the elasticmodulus of concrete, the tensile strength of concrete and the cover depth onthe maximum corrosion-induced expansive force and the time to completecracking are discussed.
通过与实验结果比较，证实了本文方法的有效性，并讨论了弹性模量、抗拉强度和保护层厚度等因素对最大锈胀力和完全开裂时间的影响。