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Static and dynamic mechanical properties of eco-friendly polyvinyl alcohol fiber-reinforced ultra-high-strength concrete

机译:环保型聚乙烯醇纤维增强超高强度混凝土的静态和动态力学性能

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摘要

An eco-friendly polyvinyl alcohol (PVA) fiber-reinforced ultra-high-strength concrete (PFR-UHSC) was designed and mixed to evaluate its static and dynamic mechanical properties in this study. A lower water-to-binder ratio of 0.22 and a superplasticizer were used to guarantee the performance of PFR-UHSC, while several industrial by-products were involved to reduce the negative environmental impact of concrete. Four volume fraction of PVA fibers (V-f=0, 0.5, 1.0, and 1.5%) were included in the experiment and steel fiber-reinforced ultra-high-strength concrete (SFR-UHSC) with V-f=1.0% was also tested as a comparison. Experiment results show that although less ductile than SFR-UHSC, PFR-UHSC exhibits relatively good ductility, toughness, and deformability under static loadings. Namely, splitting tensile and flexural strengths as well as flexural toughness of PFR-UHSC are significantly improved by the incorporation of PVA fibers while no obvious variation is viewed for Young's modulus. And even, the compressive strength of PFR-UHSC decreases slightly with the increasing PVA fiber dosage. When subjected to dynamic loadings with lower strain rates, PFR-UHSC displays a better performance than SFR-UHSC in terms of failure patterns, while a reverse behavior is observed for high strain rate. Affected by introduction of PVA fiber, the enhancement of strain rate for compressive strength of PFR-UHSC is lower than that for ordinary concrete but higher than that for SFR-UHSC. Besides, although having a slightly lower compressive toughness, the energy absorption capacity of PFR-UHSC is similar to that of SFR-UHSC.
机译:设计并混合了一种环保型聚乙烯醇(PVA)纤维增强超高强度混凝土(PFR-UHSC),以评估其静态和动态力学性能。为了确保PFR-UHSC的性能,使用了较低的水灰比0.22和高效减水剂,同时还涉及了几种工业副产品以减少混凝土的负面环境影响。 PVA纤维的四个体积分数(Vf = 0、0.5、1.0和1.5%)包括在实验中,并且还测试了Vf = 1.0%的钢纤维增强超高强度混凝土(SFR-UHSC)作为比较。实验结果表明,尽管PFR-UHSC的延展性低于SFR-UHSC,但在静态载荷下仍具有相对较好的延展性,韧性和变形性。即,通过掺入PVA纤维,PFR-UHSC的抗拉强度和挠曲强度以及挠曲韧性得到显着改善,而杨氏模量没有明显变化。甚至,随着PVA纤维用量的增加,PFR-UHSC的抗压强度也会略有下降。当承受较低应变速率的动态载荷时,就失效模式而言,PFR-UHSC显示出比SFR-UHSC更好的性能,而对于高应变速率,则观察到相反的行为。由于引入了PVA纤维,PFR-UHSC的抗压强度的应变率提高幅度低于普通混凝土,但高于SFR-UHSC。此外,尽管PFR-UHSC的压缩韧性略低,但其能量吸收能力类似于SFR-UHSC。

著录项

  • 来源
    《Structural concrete》 |2019年第3期|1051-1063|共13页
  • 作者单位

    Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;

    Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;

    Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;

    Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;

    Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    compressive strength; fiber-reinforced concrete; polyvinyl alcohol (PVA) fiber; SHPB test; tensile properties;

    机译:抗压强度;纤维混凝土;聚乙烯醇(PVA)纤维;SHPB试验;拉伸性能;

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