Influence of the void ratio of cellular concrete on the corrosion of steel reinforcement

Carlos Fernando Gomes do Nascimento, Alexandre De Azevedo Demétrio Filho, Thaís Marques da Silva, Eliana Cristina Barreto Monteiro
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Abstract

The objective of this study was to understand whether voids intensify the triggering of reinforcement corrosion in cellular concrete, for slabs with light specific masses. The methodology was based on four tests: visual inspection, corrosion potential, electrical resistivity, and mass loss. In relation to the L1 family, the L2 and L3 families (higher air content) were shown to be more susceptible to reinforcement corrosion and mass loss from the steel bars in 90% of cases. However, the behavior of some slabs indicates the possibility of the process being asymptomatic with regard to staining, considering that the influence of the cover on the corrosion of the steel bars was verified
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多孔混凝土孔隙率对钢筋腐蚀的影响
本研究的目的是了解空洞是否加剧了多孔混凝土中钢筋腐蚀的触发,对于具有轻比质量的板。该方法基于四项测试:目视检查、腐蚀电位、电阻率和质量损失。与L1族相比,L2和L3族(空气含量较高)在90%的情况下更容易受到钢筋腐蚀和钢筋质量损失的影响。然而,考虑到覆盖层对钢筋腐蚀的影响已得到证实,一些板的行为表明,在染色方面,该过程可能是无症状的
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