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RU-NC组合短柱轴压受力性能研究
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Mechanical Behavior of RU-NC Composite Short Columns under Axial Compressive Loads
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    由配筋的超高性能混凝土(Reinforced Ultra-high Performance Concrete,RU)圆管与普通混凝土(Normal Concrete,NC)芯柱组成的RU-NC柱是一种新型组合结构. 为探讨RU-NC组合短柱轴压性能与承载力计算方法,以UHPC圆管壁厚、箍筋间距和钢纤维体积掺量为参数,开展了RU-NC组合短柱轴压试验,同时进行了由超高性能混凝土(U)圆管与普通钢筋混凝土(Reinforced Concrete,RC)芯柱组成的U-RC组合短柱对比试验. 在此基础上,基于ABAQUS软件建立有限元模型开展数值分析. 结果表明,RU-NC组合短柱轴压受力全过程分为弹性阶段、带裂缝工作阶段和钢筋屈服阶段,RU圆管与螺旋箍筋均对核心混凝土具有一定约束作用,组合短柱破坏模式为RU圆管与核心混凝土被压溃、螺旋箍筋拉断;与U-RC组合短柱相比,将钢筋笼从核心混凝土移至UHPC圆管的RU-NC组合短柱具有更好的抗裂性能和延性以及更高的极限承载力;随着UHPC圆管壁厚和UHPC抗拉强度的增加,RU-NC组合短柱承载力大致呈线性增长趋势;随着箍筋间距的减小,承载力呈非线性增长趋势;采用现行规范与已有文献算法无法精确计算RU-NC组合短柱的极限承载力,基于RU圆管约束混凝土的理论分析,提出了RU-NC组合短柱轴压承载力算法,计算值与试验结果比值的均值为0.984,方差为0.005 3,精度较高,可为将来该新型组合结构的设计与应用打下基础.

    Abstract:

    RU-NC column is a new type of composite structure, which is composed of reinforced ultra-high performance concrete (RU) tube and normal concrete (NC) core column. In order to investigate the axial compression performance and the bearing capacity calculation method of RU-NC composite short columns, the axial compression test was carried out considering the experimental parameters, including wall thickness of UHPC tube, stirrup spacing and steel fiber volume fraction. While a comparative test of U-RC composite short columns composed of ultra-high performance concrete (U) tube and reinforced concrete (RC) core column reinforced with spiral stirrups was carried out. Therefore, numerical analysis was carried out based on the finite element modes established on ABAQUS software. The results show that the whole compression process of RU-NC composite short column could be divided into elastic stage, crack working stage and steel yield stage. Both RU tube and spiral stirrups have a certain constraint effect on the core concrete. The failure mode of composite column is characterized by that the RU tube and the concrete core were crushed, and the spiral stirrups were broken at the same time. Compared with U-RC composite short column, RU-NC composite short column with steel cages moving from core concrete to UHPC tube has better crack resistance, ductility and higher ultimate bearing capacity. The bearing capacity of RU-NC composite short column increases linearly with the increment of UHPC tube wall thickness and UHPC tensile strength, and shows a nonlinear trend with the decrease of stirrup spacing. The ultimate bearing capacity of RU-NC composite short column cannot be accurately calculated by using the current code and the existing literature algorithm. Based on the theoretical analysis of RU tube confined concrete, the axial compression bearing capacity algorithm of composite short column is proposed. The mean value of the ratio of the calculated value to the test results is 0.984, and the variance is 0.005 3, showing high accuracy, which can lay a foundation for the design and application of the new composite structure in the future.

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黄卿维 ,王思睿 ,黄伟 ?,陈宝春 ,韦建刚 ,陈庆熠 . RU-NC组合短柱轴压受力性能研究[J].湖南大学学报:自然科学版,2022,49(11):137~149

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  • 在线发布日期: 2022-12-12
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