...
首页> 外文期刊>Construction and Building Materials >Coupled multi-physics simulation of chloride diffusion in saturated and unsaturated concrete
【24h】

Coupled multi-physics simulation of chloride diffusion in saturated and unsaturated concrete

机译:饱和和不饱和混凝土中氯化物扩散的耦合多物理模拟

获取原文
获取原文并翻译 | 示例

摘要

Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechanisms for reinforced concrete infrastructures. Chloride transport through cement-based materials is a complex chemo-physical process involving ionic diffusion in concentrated solution, pore structure, chemistry, membrane permeability of the matrix, cracking, and the variation of the internal and external environmental conditions. Although in the literature there are plenty of both simplistic phenomenological models and sophisticated models, in this study, a new model is developed taking aim at capturing the fundamental physics and, at the same time, having a formulation as simple as possible that it can be effectively calibrated and validated using available limited experimental data. The model couples the ionic diffusion process with the concrete micro-structure evolution due to continued hydration accounting for hygro-thermal variations and their effects on both the diffusion and hydration processes. The formulation is implemented in a semi-discrete conduit transport network that mimics the internal heterogeneity of the cementitious material by connecting the matrix space between coarse aggregate pieces. This allows the model to replicate naturally the meso-scale tortuosity effect which is an important feature towards representing realistically the heterogeneity-induced variations of chloride concentration within the concrete. The limited model parameters are carefully calibrated and the formulation is validated by simulating multiple experiments ranging from diffusion through pastes to large concrete cylinders. The results of numerical simulations show the ability of the model to describe spatial and temporal evolution of the chloride concentration within the samples under varying chloride concentrations and temperature boundary conditions within both saturated and unsaturated concrete.(c) 2021 Elsevier Ltd. All rights reserved.
机译:氯化物诱导的钢筋腐蚀是钢筋混凝土基础设施的主要长期恶化机构之一。通过基于水泥基材料的氯化物输送是一种复杂的化学物理过程,涉及浓缩溶液,孔隙结构,化学,基质的膜渗透性的离子扩散,裂化和内部环境条件的变化。虽然在文献中有很多简单的现象学模型和复杂的模型,但在这项研究中,开发了一种新的模型,旨在捕捉到基本物理学,同时具有尽可能简单的配方有效地校准和验证使用可用的有限实验数据。该模型通过持续的水合核算具有混凝土微结构演变,用于循环热变化及其对扩散和水合过程的影响,与混凝土微结构进化耦合。该配方在半离散导管传送网络中实现,其通过将粗骨料之间的基质空间连接到粗加工材料的内部异质性来实现。这允许模型自然地复制中间级曲折效应,这是朝向实际诱导混凝土内氯化物浓度变化的重要特征。通过模拟通过浆料扩散到大型混凝土汽缸的多个实验来验证有限的模型参数。数值模拟的结果表明了模型在饱和和不饱和混凝土中的不同氯化物浓度和温度边界条件下描述样品中的氯化物浓度的空间和时间演变。(c)2021 elestvier有限公司保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号