湿筛混凝土循环拉伸和循环拉压力学特性
作者:
作者单位:

1.河海大学 土木与交通学院,江苏 南京 210024;2.中国安能集团第二工程局有限公司,江西 南昌 330095

作者简介:

吴 瑾 (1997—),女,江西萍乡人,河海大学硕士生.E-mail:jinwu0151@163.com

通讯作者:

陈徐东 (1985—),男,江苏如东人,河海大学教授,博士生导师,博士.E-mail:cxdong1985@163.com

中图分类号:

TV431

基金项目:

国家自然科学基金资助项目(51979090, 52379124);河海大学优秀研究生学位论文培育项目 (422003471)


Cyclic Tensile and Cyclic Tension Compression Properties of Wet-Screened Concrete
Author:
Affiliation:

1.College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China;2.China Anergy Second Engineering Bureau Co., Ltd., Nanchang 330095, China

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    摘要:

    为探究湿筛混凝土在循环轴拉作用下的损伤过程和裂缝演变规律,基于声发射(AE)技术,对加载速率为1、10 μm/(m·s)的混凝土试件分别进行循环拉伸和循环拉压试验. 结果表明:随着循环次数的增加,试件的卸载和重加载刚度降低,塑性应变增大;当位移达到0.1 mm时,试件的载荷-位移曲线已接近软化阶段,此后裂缝发展速率降低,损伤变量减小;试件在循环加载过程中,随着位移的增加,AE累计振铃计数和累计撞击次数基本呈阶梯式增长.

    Abstract:

    To investigate the damage process and crack evolution of wet screened concrete under the action of cyclic tensile and cyclic tension compression, the cyclic tensile tests and cyclic tension compression tests of concrete specimens with loading rates of 1,10 μm/(m·s) were carried out by acoustic emission (AE). The results show that the speciments of the unloading and reloading stiffness decreases with the increase of the cycle times, and the plastic strain increases with the cyclic loading. When the displacement reaches 0.1 mm, the load displacement curve of the specimen is approaching the softening stage, and then the crack development speed decreases, and the damage index decreases. In the process of cyclic loading, with the increase of the displacement, the AE accumulative ring counts and the cumulative numbers of hit basically increase in a step pattern.

    表 1 湿筛混凝土配合比Table 1 Mix proportion of wet-screened concrete Unit:kg/m3
    图1 试件加载示意图Fig.1 Schematic diagram of specimen loading
    图2 试件在循环拉伸和循环拉压加载作用下的荷载-位移曲线Fig.2 Load-displacement curves of specimens under cyclic tensile and cyclic tension compression loading
    图3 试件的损伤变量计算示意图Fig.3 Schematic diagram of damage index calculation of specimen
    图4 不同加载速率下试件的循环拉伸和循环拉压损伤变量Fig.4 Cyclic tensile and cyclic tension compression damage indexes of specimens at different loading rates
    图5 循环拉伸加载作用下试件的AE累计振铃计数、累计撞击数与载荷-位移曲线Fig.5 AE accumulative ring counts, cumulative numbers of hit and load-displacement curves of specimens
    图6 循环拉压加载作用下试件的AE累计振铃计数、累计撞击数与载荷-位移曲线Fig.6 AE accumulative ring counts, cumulative numbers of hit and load-displacement curves of specimens during cyclic tension compression loading
    图7 循环拉伸加载作用下试件的AE累计振铃计数、累计撞击数与载荷-时间曲线Fig.7 AE accumulative ring counts, cumulative numbers of hit and load-time curves during cyclic tensile loading
    图8 循环拉压加载作用下AE累计振铃计数、累计撞击数与载荷-时间曲线Fig.8 AE accumulative ring counts, cumulative numbers of hit and load-time curves during cyclic tension compression loading
    图9 循环拉伸加载作用下试件的b值与载荷-时间曲线Fig.9 b-value and load-time curves of specimens during cyclic tensile loading
    图10 循环拉压加载作用下试件的b值与载荷-时间曲线Fig.10 b-value and load-time curves of specimens during cyclic tension compression loading
    图11 不同加载工况下AE数据定位Fig.11 AE data location under different loading conditions
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引用本文

吴瑾,陈徐东,甘元楠,张忠诚.湿筛混凝土循环拉伸和循环拉压力学特性[J].建筑材料学报,2024,27(5):432-438

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  • 收稿日期:2023-07-05
  • 最后修改日期:2023-09-27
  • 在线发布日期: 2024-06-11
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