首页|期刊导航|海南大学学报(自然科学版中英文)|全再生粗骨料混凝土抗氯离子侵蚀试验与细观数值分析

全再生粗骨料混凝土抗氯离子侵蚀试验与细观数值分析OA

Experimental study on chloride erosion resistance of fully recycled coarse aggregate concrete with mesoscale numerical analysis

中文摘要英文摘要

氯离子是引起海洋环境下混凝土服役过程中耐久性能降低的关键原因之一.本文采用试验与细观分析相结合的方法探究氯离子在全再生粗骨料混凝土中的传输规律.首先通过氯盐-干湿循环试验,对 4种不同再生粗骨料含量的再生混凝土进行了试验研究,随后通过对软件二次开发建立了氯离子传输的细观分析模型,试验与模拟结果吻合较好,表明利用该模型分析全再生粗骨料混凝土中的氯离子的传输规律具有可行性,最后探讨了旧砂浆厚度和再生骨料体积等关键因素对氯离子传输性能的影响.试验结果发现,旧砂浆厚度的增大会加快氯离子的扩散,但影响不明显;再生粗骨料体积分数的增加则促进了氯离子在再生混凝土中的扩散.本文所提出的随机凸多边形骨料模型能够有效模拟氯离子扩散,并具有良好的稳定性.

Chloride ion is one of the major factor affecting the durability of concrete in marine environments.The paper employs a combination of experimental and mesoscale analysis to investigate the transport mechanisms of chloride ions in fully recycled coarse aggregate concrete.Four types of recycled concrete with varying recycled coarse aggregate contents were experimentally investigated using chloride salt dry-wet cycling tests.Subsequent to these tests,a mesoscale analytical model of chloride transport was developed through a secondary software development.The favorable correlation between the test and simulation results confirmed the viability of the model.Subsequently,the impact of critical factors,such as the thickness of the old mortar and the volume of recycled aggregate,on chloride ion diffusion performance was investigated.Although an increase in the thickness of old mortar accelerated the diffusion of chloride ions,but this effect was not significant.In contrast,a higher volume fraction of recycled coarse aggregate significantly enhanced the diffusion of chloride ions in the recycled concrete.Furthermore,the stochastic convex polygonal aggregate model proposed in this paper demonstrated stable performance in simulating chloride ion diffusion.

刘月芳;谢志恒;余化龙;金立兵;刘志勇

河南工业大学 土木工程学院,河南 郑州 450001||河南工大设计研究院有限公司,河南 郑州 450001河南工业大学 土木工程学院,河南 郑州 450001河南工业大学 土木工程学院,河南 郑州 450001河南工业大学 土木工程学院,河南 郑州 450001||河南工大设计研究院有限公司,河南 郑州 450001河南工业大学 土木工程学院,河南 郑州 450001

建筑与水利

再生混凝土氯离子凸多边形骨料细观数值模拟随机性

recycled concretechloride ionsconvex polygonal aggregatemesoscale numerical simulationstochasticity

《海南大学学报(自然科学版中英文)》 2026 (1)

40-50,11

本文得到河南省重点研发与推广专项(232103810080,252102320021)、河南工业大学拓新团队培育项目(2024TXTD15)以及河南工业大学自科创新基金(2022ZKCJ06)支持. This work was supported by the Special Focus on the Development and Promotion of Henan Province(232103810080,252102320021),the Cultivation Project of Tuoxin Team in Henan University of Technology(2024TXTD15),and the Innovative Funds Plan of Henan University of Technology(2022ZKCJ06).

10.65658/j.hndk.2024120201

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