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基于声发射的蒸养混凝土受压损伤特性试验研究
引用本文:刘伟琪,陈波,陈家林.基于声发射的蒸养混凝土受压损伤特性试验研究[J].水利水电科技进展,2023,43(1):50-55, 62.
作者姓名:刘伟琪  陈波  陈家林
作者单位:河海大学水利水电学院,江苏 南京210098;河海大学水文水资源与水利工程科学国家重点实验室,江苏 南京210098
基金项目:国家自然科学基金面上项目(52079049);国家自然科学基金重点项目(51739003)
摘    要:为研究矿物掺合料对蒸养混凝土抗压性能的影响,对不同养护制度和配合比混凝土进行了单轴压缩声发射试验,利用声发射信号参数和高斯混合模型探究混凝土的损伤演化特性。试验结果表明:蒸养混凝土抗压强度普遍低于标养混凝土,矿物掺合料的加入能够补偿蒸汽养护导致的强度损失,且复掺粉煤灰和矿粉的补偿效果更好;受压全程中张拉破坏始终占据主导,而剪切破坏占比随加载时间呈递增趋势;声发射参数中,累计振铃计数、b值变化幅度和剪切破坏形式占比均与抗压强度呈负相关关系,可作为评价混凝土抗压性能的重要参数。

关 键 词:蒸养混凝土  矿物掺合料  单轴压缩  声发射  损伤特性
收稿时间:2022/2/23 0:00:00

Experimental study on compressive damage characteristics of steam-cured concrete based on acoustic emission
LIU Weiqi,CHEN Bo,CHEN Jialin.Experimental study on compressive damage characteristics of steam-cured concrete based on acoustic emission[J].Advances in Science and Technology of Water Resources,2023,43(1):50-55, 62.
Authors:LIU Weiqi  CHEN Bo  CHEN Jialin
Affiliation:College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China
Abstract:In order to study the effect of mineral admixtures on the compressive properties of steam-cured concrete, the acoustic emission test under uniaxial compression was carried out for concrete with different curing regimes and mix ratios, and the damage evolution characteristics of concrete were explored by using acoustic emission signal parameters and Gaussian mixture model. The research shows that the compressive strength of steam-cured concrete is generally lower than that of standard-cured concrete. The addition of mineral admixtures can compensate for the strength loss caused by steam curing, and the compensation effect of adding fly ash and mineral powder is the best. The tension failure always dominates the whole compression process, while the shear failure proportion increases with the loading time. Among the acoustic emission parameters, the accumulative ringing count, the change range of b value and the proportion of shear failure forms are all negatively correlated with the compressive strength value, which can be used as important parameters to evaluate the compressive performance of concretes.
Keywords:
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