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Coupled carbonation-rust formation-damage modeling and simulation of steel corrosion in 3D mesoscale reinforced concrete

机译:3D中尺度钢筋混凝土碳化-锈形成-损伤耦合模拟与钢腐蚀模拟

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摘要

This paper presents a modeling strategy to simulate the corrosion of steel reinforcement in atmospheric environment due to carbonation of concrete. Its principal objectives are to analyze the effects of the progressive formation of corrosion products at the steel/concrete interface on concrete cover cracking. The approach is based on modeling studies carried out independently on carbonation, corrosion and creep. These models are coupled and integrated into a numerical 3D simulation procedure for investigating the behavior of concrete mesostructures. A viscodamage model is used to reproduce both creep and damage behaviors of mortar, and the approach is applied to the simulation of a 3D reinforced concrete mesostructure including explicitly the coarse aggregates. The numerical results highlight the influence of aggregates and the effects of creep on crack initiation and propagation. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本文提出了一种建模策略,以模拟由于混凝土碳化导致的大气环境中钢筋的腐蚀。其主要目的是分析在钢/混凝土界面处逐渐形成腐蚀产物对混凝土覆盖层开裂的影响。该方法基于对碳化,腐蚀和蠕变独立进行的建模研究。这些模型被耦合并集成到数字3D模拟程序中,以研究混凝土细观结构的行为。使用粘滞损伤模型来再现砂浆的蠕变和破坏行为,并将该方法应用于模拟3D钢筋混凝土细观结构,其中明确包括粗骨料。数值结果突出了骨料的影响以及蠕变对裂纹萌生和扩展的影响。 (C)2015 Elsevier Ltd.保留所有权利。

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