Thirdly, analysis is performed to the expanding force caused by corroded production with the theory of elastic mechanics and the paper attains the simple calculation expressions in the stage of uncracked concrete and partial cracked concrete respectively.
再次,根据弹性力学理论对锈蚀产生的锈胀力进行了分析,分别得出了钢筋混凝土未开裂阶段和开裂阶段的锈胀力的简化计算公式。
参考来源 - 氯盐侵蚀引起的钢筋锈蚀对地下结构耐久性影响的研究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
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