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高强钢丝布增强UHPC约束混凝土柱轴压性能

邓宗才 王天宇

邓宗才, 王天宇. 高强钢丝布增强UHPC约束混凝土柱轴压性能[J]. 西南交通大学学报. doi: 10.3969/j.issn.0258-2724.20230096
引用本文: 邓宗才, 王天宇. 高强钢丝布增强UHPC约束混凝土柱轴压性能[J]. 西南交通大学学报. doi: 10.3969/j.issn.0258-2724.20230096
DENG Zongcai, WANG Tianyu. Axial Compression Performance of Concrete Columns Confined by Ultra-High Performance Concrete Reinforced with High-Strength Steel Wire Cloth[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20230096
Citation: DENG Zongcai, WANG Tianyu. Axial Compression Performance of Concrete Columns Confined by Ultra-High Performance Concrete Reinforced with High-Strength Steel Wire Cloth[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20230096

高强钢丝布增强UHPC约束混凝土柱轴压性能

doi: 10.3969/j.issn.0258-2724.20230096
基金项目: 北京市教委科技重点项目(KZ201810005008)
详细信息
    作者简介:

    邓宗才(1961—),男,教授,博士,研究方向为超高性能混凝土及其结构,E-mail:dengzc@bjut.edu.cn

  • 中图分类号: TU375.3

Axial Compression Performance of Concrete Columns Confined by Ultra-High Performance Concrete Reinforced with High-Strength Steel Wire Cloth

  • 摘要:

    为掌握新型高强钢丝布增强超高性能混凝土(UHPC)的约束效应,研究高强钢丝布面密度和层数变化对约束混凝土柱轴压性能的影响规律. 首先,利用混凝土泊松比、延性指数和韧性指数对高强钢丝布增强UHPC的约束效应进行评估;其次,考虑高强钢丝布与UHPC提供的约束力,建立复合约束层的侧向约束力模型;最后,基于Ottosen破坏准则和有效约束指标,建立约束混凝土轴压本构模型. 研究结果表明:约束柱受压时呈明显的延性破坏,高强钢丝布增强UHPC约束体系可有效抑制裂缝发展,减缓加载后期试件刚度退化;与未约束柱相比,约束柱的极限承载力、峰值压应变和峰值应力的最大增幅分别为147%、104%和58%;当高强钢丝布层数从1层增加至2层,面密度增加至3.3倍时,约束柱极限承载力、峰值压应变和峰值应力分别提高了8.4%、29.3%和15.8%,延性指数和韧性指数分别提高了50.3%和44.2%. 对比经典约束混凝土轴压本构模型,本文建立的模型与试验结果吻合度较高.

     

  • 图 1  HSWU约束混凝土柱示意

    Figure 1.  Design details of HSWU restrained concrete columns

    图 2  高强钢丝布

    Figure 2.  High-strength steel wire cloth

    图 3  约束材料应力-应变曲线

    Figure 3.  Stress-strain curves of confining materials

    图 4  轴心抗压试验装置

    Figure 4.  Axial compression test apparatus

    图 5  试件破坏形态

    Figure 5.  Failure mode of the specimens

    图 6  实测HSWU约束混凝土柱荷载-轴向应变全曲线

    Figure 6.  Load-axial strain measurement curves of concrete columns confined by HSWU

    图 7  约束柱典型荷载-轴向应变曲线特征

    Figure 7.  Characteristics of typical load-axial strain curve of confined column

    图 8  中截面荷载-组合材料泊松比关系

    Figure 8.  Relationships between load at middle section and Poisson’s ratio of concrete columns

    图 9  延性指数、韧性指数计算模型

    Figure 9.  Calculation models of ductility index and toughness index

    图 10  HSWU约束混凝土核心区应力-应变曲线

    Figure 10.  Stress-strain curves for the core of HSWU restrained concrete

    图 11  面密度对HSWU约束混凝土柱应力-应变曲线影响

    Figure 11.  Effect of surface density on the stress-strain curves of HSWU restrained concrete columns

    图 12  层数对HSWU约束混凝土应力-应变曲线影响

    Figure 12.  Effect of number of layers on the stress-strain curves of HSWU restrained concrete columns

    图 13  HSWU约束混凝土柱截面受力分析

    Figure 13.  Section force analysis of HSWU restrained concrete columns

    图 14  fcc/fco-fl/fco关系曲线

    Figure 14.  Relationship between fcc/fco and fl/fco

    图 15  εcc/εco-fl/fco关系曲线

    Figure 15.  Relationship between εcc/εco and fl/fco

    图 16  ε70/εco-fl/fco关系曲线

    Figure 16.  Relationship between ε70/εco and fl/fco

    图 17  各模型应力-应变曲线的对比

    Figure 17.  Comparison of stress-strain curves of different models

    表  1  HSWU混凝土柱设计参数

    Table  1.   Design parameters of HSWU concrete columns

    组号 试件编号 面密度/(g·m−2
    1G600S1600
    G600S2600
    2G1200S11200
    G1200S21200
    3G2000S12000
    G2000S22000
    4G0S0
    下载: 导出CSV

    表  2  UHPC配合比

    Table  2.   Mix proportions of UHPC kg/m3

    水泥 硅灰 矿粉 砂子/目 玻璃
    纤维
    减水剂
    (10,20] (20,40] (40,70]
    646 108 322 457 303 316 39 172 10
    下载: 导出CSV

    表  3  短纤维性能参数

    Table  3.   Performance parameters of the short fiber

    纤维种类 长度/
    mm
    抗拉强
    度/MPa
    密度/
    (kg·m−3
    弹性模
    量/GPa
    直径/
    mm
    玻璃纤维 18 1700 2600 72 0.014
    下载: 导出CSV

    表  4  混凝土抗压试验结果平均值

    Table  4.   Average value of concrete compression test results

    混凝土强度fcu/MPafco/MPaEc/GPa
    C6060.839.835.8
    下载: 导出CSV

    表  5  UHPC抗压、抗拉试验结果平均值

    Table  5.   Average value of UHPC compression and tensile test results

    fcu,u/MPafco,u/MPaEu/GPaft,u/MPaεtu,max/%
    113.284.0740.16.850.18
    下载: 导出CSV

    表  6  HSWU约束混凝土柱延性指数和韧性指数

    Table  6.   Ductility index and toughness index of HSWU restrained concrete columns

    试件编号延性指数韧性指数
    G0S0
    G600S15.810.52
    G600S26.320.65
    G1200S17.170.69
    G1200S28.410.73
    G2000S17.690.71
    G2000S28.730.75
    下载: 导出CSV

    表  7  HSWU约束混凝土柱轴压试验试验结果

    Table  7.   Axial compression test results of HSWU restrained concrete columns

    试件编号 FmaxF0)/kN Fmax/F0 εcuεco εcu/εco εtu fcc/MPa fcc/fco εcc ε70
    G0S0 1130 0.0026
    G600S1 2576 2.28 0.0041 1.58 0.0034 54.27 1.36 0.0046 0.0065
    G600S2 2641 2.34 0.0047 1.81 0.0035 57.07 1.43 0.0049 0.0083
    G1200S1 2595 2.30 0.0043 1.65 0.0034 56.85 1.43 0.0048 0.0091
    G1200S2 2743 2.43 0.0052 2.00 0.0037 61.36 1.54 0.0057 0.0145
    G2000S1 2617 2.32 0.0044 1.69 0.0035 57.64 1.45 0.0051 0.0119
    G2000S2 2792 2.47 0.0053 2.04 0.0037 62.85 1.58 0.0063 0.0183
    注:F0εco分别为未约束试件峰值荷载和峰值轴向应变,εtu为约束试件峰值荷载时的横向应变,fccεcc分别为HSWU约束混凝土核心区峰值应力和峰值应变,ε70为HSWU约束混凝土核心区峰值应力下降30%时所对应的轴向应变.
    下载: 导出CSV
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  • 收稿日期:  2023-03-07
  • 修回日期:  2023-04-10
  • 网络出版日期:  2024-10-18

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