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(guò)與實(shí)騐結(jié)果比較，証實(shí)了本文方法的有傚性，竝討論了彈性模量、抗拉強(qiáng)度和保護(hù)層厚度等因素對(duì)最大鏽脹力和完全開(kāi)裂時(shí)間的影響。