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.
通過與實驗結(jié)果比較，證實了本文方法的有效性，并討論了彈性模量、抗拉強度和保護層厚度等因素對最大銹脹力和完全開裂時間的影響。