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。
参考来源 - 混凝土氯离子扩散系数和表面开裂时间预测·2,447,543篇论文数据，部分数据来源于NoteExpress
应用推荐