Page 67 - 《应用声学》2023年第6期

第 42 卷 第 6 期 Vol. 42, No. 6
2023 年 11 月 Journal of Applied Acoustics November, 2023

⋄ 研究报告 ⋄

蒸养再生骨料混凝土断裂声发射特征 ∗

陈育志 1,2 宁英杰 3 陈徐东 2 宣卫红 1† 郭玉柱 2

(1 金陵科技学院建筑工程学院 南京 211169)
(2 河海大学土木与交通学院 南京 210098)
(3 浙江交工集团股份有限公司 杭州 310051)

摘要：为研究蒸汽养护对再生骨料混凝土断裂过程损伤特征的影响，开展了再生骨料混凝土三点弯曲试验，并
采用声发射技术对损伤过程进行了监测分析。结果表明，蒸养降低了再生骨料混凝土断裂峰值荷载，断裂过程
中声发射信号强度低于标准养护试件。声发射振铃计数、撞击数、b 值等参数能够准确反映再生骨料混凝土断
裂过程损伤演变规律。加载上升阶段，声发射信号活动性很低，试件内以微裂纹的形成为主，加载至荷载峰值，
声发射振铃计数累计值增长呈现平缓阶段，混凝土内微裂缝的聚合会持续一段时间。峰值后荷载迅速降低阶
段声发射信号最活跃，为裂缝迅速发展的过程。峰后荷载缓慢降低的过程，声发射信号活跃性降低，裂缝扩展
至试件顶部区域，主要是宏观裂缝的开展，不再产生新的裂缝。研究结果揭示了蒸养再生骨料混凝土裂缝发展
机理，可为其工程应用提供理论支持。
关键词：再生骨料；混凝土；断裂；损伤；声发射
中图法分类号: TU502 文献标识码: A 文章编号: 1000-310X(2023)06-1177-08
DOI: 10.11684/j.issn.1000-310X.2023.06.009

Acoustic emission characteristics of fracture of steam cured recycled aggregate

concrete

CHEN Yuzhi 1,2 NING Yingjie 3 CHEN Xudong 2 XUAN Weihong 1 GUO Yuzhu 2

(1 School of Architectural Engineering, Jinling Institute of Technology, Nanjing 211169, China)
(2 College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China)
(3 Zhejiang Communications Construction Group Co., Ltd., Hangzhou 310051, China)

Abstract: In order to study the influence of steam curing on the damage characteristics of recycled
aggregate concrete (RAC) in the fracture process, the three-point bending test was carried out, and
the fracture process was monitored and analyzed by acoustic emission (AE) technology. The results
show that steam curing reduces the fracture peak load of RAC, and the AE signal intensity of steam
cured RAC during fracture is lower than that of standard curing specimens. The AE parameters such
as ringing count, hits and b-value can accurately reflect the damage evolution law of RAC in the frac-
ture process. In the loading rising stage, the activity of AE signal is very low, and the formation of
microcracks in the specimen is dominated. When the load reaches the peak value, the growth of the
cumulative value of AE ringing count presents a gentle stage, and the aggregation of microcracks in
concrete will last for a period of time. The most active AE takes place in the stage of rapid load reduction
after the peak value, which is the process of rapid crack development. The activity of AE signal decreases

2022-06-28 收稿; 2022-08-02 定稿
国家自然科学基金项目 (51979090), 江苏省产学研合作项目 (BY2021059), 金陵科技学院高层次人才科研项目 (jit-b-202210)
∗
作者简介: 陈育志 (1985– ), 男, 江苏宿迁人, 博士, 高级实验师, 研究方向: 混凝土静动态力学特性。
† 通信作者 E-mail: xwh@jit.edu.cn