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Shear behavior of reinforced glazed hollow bead insulation concrete beams

机译:空心琉璃增强混凝土保温梁的抗剪性能

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摘要

The application of glazed hollow bead insulation concrete can improve the seismic performance of the structure, simultaneously ensuring characteristics such as structural durability, fire resistance, thermal insulation, antifreezing, and impermeability. However, with change in material's physical and mechanical properties, the shear resistance of vitrified microbead thermal insulation concrete members should be paid attention to. The literature search reveals only a few studies on the shear resistance of glazed hollow bead insulation concrete members. In this study, 14 glazed hollow bead insulation concrete beams and four ordinary concrete beams with C35 strength grade were tested. The mechanical failure process, failure form, failure mechanism, and the difference between vitrified microbead insulated concrete beam and ordinary concrete beam were compared. The effects of shear span ratio, hoop ratio and reinforcement ratio on the cracking load, ultimate load and failure mode were investigated. Combined with the "truss arch" model, the shear bearing capacity of steel bar and concrete is described, and after considering the softening coefficient of glass microbead insulation concrete, based on the "truss-arch" model, a formula for calculating the shear capacity of inclined section of vitrified microbead insulated concrete beam was obtained. The results show that the shear failure test results of glazed hollow bead insulation concrete beams are similar to those of ordinary concrete beams; the shear bearing capacity of vitrified microbeads thermal insulation concrete beams is 13% higher than that of ordinary concrete beams under the same conditions, and stiffness degradation is slow in the later stage. After the constitutive relation and softening coefficient are modified, the "truss-arch" calculation model can be used to calculate the shear capacity of vitrified microbead insulated concrete beams, and the results are in good agreement with the experimental results. The study of the shear behavior of glazed hollow bead insulation concrete beams can provide data and technical basis for engineering application and has important theoretical significance and practical value to further understand the characteristics of this type of concrete structure, guiding engineering design, and promoting engineering application. (C) 2018 Elsevier Ltd. All rights reserved.
机译:使用空心空心玻璃隔热混凝土可以改善结构的抗震性能,同时确保结构耐久性,耐火性,隔热性,防冻性和抗渗性等特性。但是,随着材料物理机械性能的变化,应注意玻璃化微珠保温混凝土构件的抗剪强度。文献检索仅揭示了对釉面空心珠保温混凝土构件的抗剪强度的一些研究。在这项研究中,测试了14根空心空心玻璃隔热混凝土梁和4根C35强度等级的普通混凝土梁。比较了玻璃微珠保温混凝土梁与普通混凝土梁的机械破坏过程,破坏形式,破坏机理以及区别。研究了剪跨比,箍比和增强比对开裂荷载,极限荷载和破坏模式的影响。结合“桁架拱”模型,描述了钢筋和混凝土的抗剪承载力,并在考虑了玻璃微珠保温混凝土的软化系数之后,基于“桁架拱”模型,计算了抗剪承载力的公式。得到了玻璃化微珠保温混凝土梁的倾斜截面。结果表明,琉璃空心中空保温混凝土梁的剪切破坏试验结果与普通混凝土梁相似。在相同条件下,玻璃化微珠保温混凝土梁的抗剪承载力比普通混凝土梁高13%,后期刚度下降较慢。修改本构关系和软化系数后,可采用“桁架拱”计算模型计算玻璃化微珠保温混凝土梁的抗剪承载力,其结果与试验结果吻合良好。对釉面空心珠保温混凝土梁的抗剪性能的研究可以为工程应用提供数据和技术依据,对于进一步了解这类混凝土结构的特性,指导工程设计,促进工程应用具有重要的理论意义和实用价值。 。 (C)2018 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2018年第20期|81-95|共15页
  • 作者单位

    Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan, Shanxi, Peoples R China;

    Taiyuan Univ Technol, Coll Mech, Taiyuan 030024, Shanxi, Peoples R China;

    Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan, Shanxi, Peoples R China;

    Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan, Shanxi, Peoples R China;

    Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan, Shanxi, Peoples R China;

    Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan, Shanxi, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Glazed hollow bead; Lightweight concrete; Shear strength; "Truss-arch" model;

    机译:空心琉璃;轻质混凝土;抗剪强度;“桁架式”模型;

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