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3D finite element modelling of corrosion of lap splice joints in concrete

机译:混凝土搭接接头腐蚀的3D有限元建模

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The paper presents a numerical study of the chloride induced corrosion process in lap splice joints in concrete. The problem is simulated using a recently developed 3D Chemo-Hygro-Thermo-Mechanical (CHTM) model for concrete, which is employed to simulate accelerated corrosion, the same as performed in the experimental test taken from the literature. For different corrosion levels, corrosion current density, rust production, expansion of corrosion products, stresses induced in concrete and corrosion induced damage of concrete are calculated. The corrosion induced cracking of concrete cover is compared with the experimental results and good agreement between experimental observations and numerical simulations is obtained. (C) 2018 Elsevier Ltd. All rights reserved.
机译:本文对混凝土搭接接头中氯化物引起的腐蚀过程进行了数值研究。使用最近开发的混凝土3D化学湿热机械(CHTM)模型对问题进行了模拟,该模型用于模拟加速腐蚀,与从文献中进行的实验测试相同。对于不同的腐蚀水平,计算了腐蚀电流密度,锈蚀产生,腐蚀产物膨胀,混凝土中产生的应力以及混凝土引起的腐蚀损伤。将腐蚀引起的混凝土保护层开裂与实验结果进行比较,并在实验观察和数值模拟之间取得了良好的一致性。 (C)2018 Elsevier Ltd.保留所有权利。

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