尾波干涉法检测混凝土应力损伤状态试验研究  

Experimental study on detecting stress damage state of concrete by coda interferometry

作　　者：徐晓[1] 张鹏飞 郝文秀[1] 郑兴莲[2] 朱常志[1] XU Xiao;ZHANG Pengfei;HAO Wenxiu;ZHENG Xinglian;ZHU Changzhi(School of Urban and Rural Construction,Hebei Agricultural University,Baoding 071001,China;Baoding Vocational and Technical College,Baoding 071051,China)

机构地区：[1]河北农业大学城乡建设学院,河北保定071001 [2]保定职业技术学院,河北保定071051

出　　处：《中国测试》2024年第5期153-159,共7页China Measurement & Test

基　　金：河北省重点研发计划项目(21327209D)。

摘　　要：为了更加精确地检测混凝土内部应力损伤状态,利用Ritec非线性高能超声测试系统对4种不同强度等级的混凝土试块和短柱进行超声波尾波干涉试验,建立尾波波速变化率-应力(dv/v-σ)曲线,根据曲线斜率构造尾波波速变化率与应力状态模型并对混凝土损伤状态进行研究。结果表明:所构造的应力状态模型将混凝土的损伤过程分为3部分:0~40%极限抗压强度、40%~70%极限抗压强度、70%极限抗压强度至破坏。根据应力状态模型可以清晰地对混凝土在承受荷载过程中的应力区间及损伤状态进行判定,进而评估其安全状态。In order to accurately detect the internal stress damage state of concrete,the ultrasonic coda interference test is carried out on four concrete test blocks and short columns with different strength levels by using Ritec nonlinear high-energy ultrasonic testing system.The coda velocity change rate-stress(dv/v-σ)curve is established,the coda velocity change rate and stress state model are constructed according to the curve slope,and the concrete damage state is studied.The results show that the damage process of concrete is divided into three parts:0-40%ultimate compressive strength,40%-70%ultimate compressive strength and 70%ultimate compressive strength to failure.According to the stress state model,the stress range and damage state of concrete in the process of bearing load can be clearly determined,and then its safety state can be evaluated.

关 键 词：混凝土 尾波波速变化率 应力状态 模型 损伤状态 

分 类 号：TB9[一般工业技术—计量学] TU317.8[机械工程—测试计量技术及仪器]