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橡胶混凝土界面过渡区多尺度动态演化的 原位表征与机制解析
In-Situ Characterization and Mechanistic Analysis of Multi-scale Dynamic Evolution in Interfacial Transition Zone of Rubberized Concrete
Received:December 30, 2025  Revised:December 30, 2025
DOI:10.12137/j.issn.2095-5448.2026.09.0493
中文关键词: 橡胶混凝土;界面过渡区;原位表征;多尺度演化;高韧性设计
英文关键词: rubberized concrete;interfacial transition zone;in-situ characterization;multi-scale evolution;high-toughness design
基金项目:2025年度河南省科技攻关项目(项目编号:252102211076 )
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Author NameAffiliationE-mail
DUAN Dandan* HENAN TECHNICAL COLLEGE OF CONSTRUCTION duandandan86@126.com 
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中文摘要:
      系统梳理2005年以来橡胶混凝土界面过渡区(ITZ)原位表征研究,从纳米成核、微米孔隙到毫米裂缝,构建“时间-空间-化学”三元演化框架。总结环境扫描电子显微镜(ESEM)、原子力显微镜(AFM)-拉曼-荧光三合一、微焦点-中子-同步辐射四维计算机断层扫描(4D CT)及X射线吸收近边结构(XANES)-电化学阻抗谱(EIS)等多模态联用进展,阐明“低成核-高取向-大孔隙”三相特征与强度损失的定量耦合,指出跨尺度本构缺失、运动伪影和现场尺寸瓶颈三大挑战。展望AFM-拉曼-荧光探针、深度学习实时分割、150 mm中子加载框架与标准样品库,为实现橡胶混凝土由低强度利用转向高韧性设计提供参考。
英文摘要:
      In-situ characterization research on the interfacial transition zone(ITZ) of rubberized concrete since 2005 was systematically reviewed.From nano-scale nucleation,micro-scale porosity,to millimeter-scale cracking,a tripartite evolutionary framework encompassing time-space-chemistry was constructed.The latest progress in multi-modal coupling techniques,including environmental scanning electron microscope(ESEM),atomic force microscope(AFM)-Raman-Fluorescence tri-modal probes,micro-CT/neutron/synchrotron four dimensional computed tomography(4D CT),and X-ray absorption near edge structure(XANES)-electrical impedance scanning(EIS),was summarized.The quantitative coupling between the tri-phase characteristics of low nucleation density,high crystal orientation,and high porosity and the macroscopic strength loss was elucidated.Three major challenges were identified:the lack of a cross-scale constitutive model,motion artifacts in imaging,and the bottleneck of limited sample size in laboratory testing.Prospects were directed towards integrated AFM-Raman-Fluorescence probes,deep learning-based real-time segmentation,a 150 mm neutron loading framework,and the establishment of standard sample library.This review provided a reference for transitioning rubberized concrete from low-strength utilization towards high-toughness design.
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