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Sustainability assessment of concrete structure durability under reinforcement corrosion

机译:钢筋锈蚀下混凝土结构耐久性的可持续性评估

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摘要

In the present paper a parametric study is conducted based on an existing finite element based model. The influence of cover layer, reinforcement diameter and water-to-cement ratio is compared to a possible scatter in the results due to insufficient knowledge about the distribution of the corrosion current density along the circumference of the reinforcement. Simulations show that the scatter has a greater influence on the results than changing the parameters wherefore it is concluded that further investigation of the non-uniform deposition of corrosion products is essential to better understand and predict the durability of a given structure.
机译:在本文中,基于现有的基于有限元的模型进行了参数研究。将覆盖层,增强材料直径和水灰比的影响与可能的散布结果进行比较,这是由于对腐蚀电流密度沿增强材料圆周分布的了解不足。仿真表明,散射比改变参数对结果的影响更大,因此可以得出结论,进一步研究腐蚀产物的不均匀沉积对于更好地理解和预测给定结构的耐久性至关重要。

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