采用声发射技术测试的疏浚砂混凝土断裂性能研究
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Fracture properties of dredged sand concrete tested by acoustic emission technology
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    摘要:

    为探讨疏浚砂混凝土的断裂力学性能,对5种不同疏浚砂取代率(0%、12.5%、25%、37.5%、50%)的混凝土开展三点弯断裂试验,并结合声发射技术监测混凝土断裂破坏全过程。基于声发射事件数构建混凝土Weibull损伤模型,分析模型参数的变化规律。结果表明,随着疏浚砂掺量的增加,混凝土的起裂断裂韧度和失稳断裂韧度先减小后增大;混凝土断裂过程中声发射振铃计数和能量反映了疏浚砂混凝土断裂破坏过程的3阶段特征,且随着疏浚砂掺量的增加,声发射振铃计数及能量累计值呈逐渐增大的趋势。随着疏浚砂掺量的增加,混凝土的脆性增大,其损伤累积速率加快,混凝土产生初始损伤的变形逐渐减小。

    Abstract:

    To investigate the fracture mechanical properties of dredged sand concrete,three-point bending fracture tests are carried out on the concrete specimens with different dredged sand replacement rates(0%,12.5%,25%,37.5%,50%).The whole fracture process of concrete is monitored with acoustic emission technology.The Weibull distribution damage model based on acoustic emission event is built,and the variation rules of model parameters are analyzed.The results show that with the increase of dredged sand content,the initial and unstable fracture toughnesses decrease firstly and then increase.The acoustic emission ringing count and energy reflect the three stages of fracture failure process of dredged sand concrete.With the increasing of dredged sand content,the accumulated acoustic emission count and energy increase.With the increasing of the dredged sand content,the brittle of concrete increases,the damage accumulation rate increases and the displacement corresponding to initial damage of the concrete decreases.

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宁英杰,楼树桢,叶林杰,等.采用声发射技术测试的疏浚砂混凝土断裂性能研究[J].水运工程,2024(2):22-29.

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  • 在线发布日期: 2024-02-02
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