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玄武岩-聚乙烯醇纤维对再生混凝土抗冻性能的影响

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为了推广再生混凝土在高海拔和北方寒冷地区的应用,对单掺、混掺不同体积掺量玄武岩纤维和聚乙烯醇纤维的再生混凝土进行质量损失率、相对动弹性模量、抗压强度损失率3项抗冻性能指标的探究,并用SEM对200次冻融循环后混掺纤维再生混凝土进行细观作用机理分析,最后结合响应面法对混掺纤维掺量进行优选.结果显示:外掺纤维能够提高再生混凝土的抗冻性能,而混掺纤维效果优于单掺纤维;2种纤维在试件内部呈网状分布,协同受力,与基体互相约束,很大程度限制了裂缝的扩展和数量;纤维优化结果显示当聚乙烯醇纤维与玄武岩体积掺量分别为0.170%和0.246%时,再生混凝土的抗冻性能最优.研究成果对玄武岩-聚乙烯醇纤维再生混凝土纤维掺量设计具有一定的借鉴意义.
Influence of Basalt-Poly vinyl Alcohol Fiber on Frost Resistance of Recycled Concrete
To enhance the utilization of recycled aggregate concrete(RAC)in high-altitude and cold regions of northern China,we investigated three anti-freezing performance indicators,namely,mass loss rate(MLR),rela-tive dynamic elastic modulus(RDEM),and compressive strength loss rate(CSLR)of RAC reinforced with single and combined basalt fiber(BF)and polyvinyl alcohol fiber(PVAF).Scanning electron microscopy(SEM)was employed to analyze the meso-mechanical behavior of the mixed-fiber recycled concrete following 200 freeze-thaw cycles.Subsequently,the optimal mixed fiber content was determined using the response surface method.Findings indicate that fiber additives enhance the frost resistance of recycled concrete,with the combined fiber exhibiting su-perior performance compared to single fiber.Both BF and PVAF are intricately interwoven within the specimen's network,synergistically reinforcing the structure while mitigating crack formation.Optimization analysis reveals that the optimal volume content of PVAF and BF is 0.170%and 0.246%,respectively,yielding the highest frost resist-ance in recycled concrete.These results offer valuable insights for the design of basalt-polyvinyl alcohol fiber content in recycled concrete applications.

recycled concretemixed fiberoptimized fiber contentfreeze-thaw cycleresponse surface method

司政、田爽、皇甫秉辉、黄灵芝、杜晓奇、张飞跃

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西安理工大学水利水电学院,西安 710048

西安理工大学西北旱区生态水利工程国家重点实验室,西安 710048

四川水发勘测设计研究院有限公司,成都 610072

西安理工大学三期建设管理处,西安 710048

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再生混凝土 混掺纤维 纤维掺量优选 冻融循环 响应面法

国家自然科学基金国家自然科学基金国家自然科学基金

518792175140920751609200

2024

长江科学院院报
长江科学院

长江科学院院报

CSTPCD北大核心
影响因子:0.618
ISSN:1001-5485
年,卷(期):2024.41(4)
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