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玄武岩纤维泡沫混凝土细观结构及损伤特性

Microstructure and damage characteristics of basalt fiber reinforced foam concrete

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为了研究玄武岩纤维增强泡沫混凝土的细观结构特征和不同纤维掺量对其损伤特性的影响,本文对密度等级 1 000 kg/cm3 的玄武岩纤维增强泡沫混凝土开展了X-CT试验及单轴压缩-声发射联合试验,基于Avizo图像处理及声发射bi值(改进版b值)等参数分析了纤维及孔隙的细观结构特征及材料损伤演化特性.结果表明:掺入玄武岩纤维可有效改善泡沫混凝土力学性能,掺入 0.5vol%、1.5vol%、2.5vol%纤维后试件平均抗压强度分别提升了 1.37 MPa、4.58 MPa、2.77 MPa;2.5vol%掺量的试件中纤维分形维数主要在 1.0~1.3,纤维团聚明显,纤维角度集中,试件性能较 1.5vol%掺量有所降低;掺入玄武岩纤维后试件声发射bi值趋势更平缓,玄武岩纤维可有效抑制裂纹发育.
In order to study the microstructure characteristics of basalt fiber reinforced foam concrete and the influence of different fiber content on its damage characteristics,this paper carried out X-CT test and uniaxial com-pression acoustic emission joint test on basalt fiber reinforced foam concrete with density grade of 1 000 kg/cm3.Based on Avizo image processing and acoustic emission basic parameters and bi values(Improved b value),the microstructure characteristics of fibers and pores and the damage evolution characteristics of materials were analyzed.The results show that the addition of basalt fiber can effectively improve the mechanical properties of foam concrete.The average compressive strength of the specimens with 0.5vol%,1.5vol%and 2.5vol%fibers increase by 1.37 MPa,4.58 MPa and 2.77 MPa,respectively.The fiber fractal dimension of the specimen with 2.5vol%content is mainly in the range of 1.0-1.3,the fiber agglomeration is obvious,the fiber angle is concentrated,and the performance of the specimen is reduced.After adding basalt fiber,the trend of acoustic emission bi value of the specimen is gentler,and basalt fiber can effectively inhibit crack development.

basalt fiber reinforced foam concretemicrostructureacoustic emissiondamage characteristicsuniaxial compressionbi value

周程涛、陈波、张娟、李松

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河海大学 水利水电学院,南京 210098

河海大学 水灾害防御全国重点实验室,南京 210098

江苏省水利勘测设计研究院有限公司,扬州 225009

玄武岩纤维泡沫混凝土 细观结构 声发射 损伤特性 单轴压缩 bi值

国家自然科学基金面上项目国家重点实验室基本科研业务费国家重点实验室基本科研业务费

520790495220122725230248A2

2024

复合材料学报
北京航空航天大学 中国复合材料学会

复合材料学报

CSTPCD北大核心
影响因子:0.933
ISSN:1000-3851
年,卷(期):2024.41(8)