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(shí)驗(yàn)結(jié)果比較，證實(shí)了本文方法的有效性，并討論了彈性模量、抗拉強(qiáng)度和保護(hù)層厚度等因素對(duì)最大銹脹力和完全開裂時(shí)間的影響。