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Simulation of ultrasonic propagation in porous cellular concrete materials

机译:多孔蜂窝混凝土材料中超声波繁殖的仿真

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摘要

While nondestructive ultrasound-based methods are suitable for evaluating the physical and mechanical properties of lightweight cellular concrete (LCC) materials, the quantitative relation between porosity characteristics and acoustic parameters is not well understood. In this study, the micromechanics-based finite-element models are rebuilt using the real porous microstructure of LCC. Various roles of porosity characteristics are analyzed, including equivalent pore radius, pore sphericity value and fractal dimension of pore distribution with different mixture ratios. Effects of porosity characteristics are quantitatively demonstrated on the ultrasonic pulse velocity. It is shown that the ultrasonic pulse velocity is positively correlated with equivalent pore radius and fractal dimension of pore distribution, and negatively correlated with pore sphericity value and porosity. As the orientation of pores increases, the ultrasonic pulse velocity initially drops, followed by the increase. The quantitative understanding of porosity characteristics on ultrasonic responses helps improve the accuracy of ultrasonic detection on LCC properties. Comparisons between simulation results and experimental data of ultrasonic pulse velocities demonstrate good agreement. This study represents an effective quantitative method to explore the ultrasound propagation in LCC. (C) 2021 Elsevier Ltd. All rights reserved.
机译:虽然基于非破坏性的超声波的方法适用于评估轻质蜂窝混凝土(LCC)材料的物理和力学性能,但孔隙度特性和声学参数之间的定量关系尚不清楚。在这项研究中,使用LCC的真正多孔微观结构重建基于微机械的有限元模型。分析了孔隙率特征的各种作用,包括具有不同混合比率的等效孔径,孔隙球形值和孔隙分布的分形尺寸。在超声波脉冲速度上定量地证明了孔隙特性的影响。结果表明,超声波脉冲速度与孔隙分布的等效孔径和分形尺寸呈正相关,与孔隙球性值和孔隙呈负相关。随着孔的取向增加,超声波脉冲速度最初滴下,然后增加。对超声反应对孔隙率特性的定量理解有助于提高超声波检测对LCC性能的准确性。超声波脉冲速度的仿真结果与实验数据之间的比较表现出良好的一致性。该研究代表了一种有效的定量方法,用于探讨LCC中的超声波传播。 (c)2021 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2021年第24期|122852.1-122852.13|共13页
  • 作者单位

    Hohai Univ Inst Tunnel & Underground Engn Minist Educ Geomech & Embankment Engn Key Lab Nanjing 210098 Peoples R China|Univ Calif Irvine Dept Civil & Environm Engn Irvine CA 92697 USA;

    Hohai Univ Inst Tunnel & Underground Engn Minist Educ Geomech & Embankment Engn Key Lab Nanjing 210098 Peoples R China;

    Univ Calif Irvine Dept Civil & Environm Engn Irvine CA 92697 USA;

    Hohai Univ Inst Tunnel & Underground Engn Minist Educ Geomech & Embankment Engn Key Lab Nanjing 210098 Peoples R China;

    Hohai Univ Inst Tunnel & Underground Engn Minist Educ Geomech & Embankment Engn Key Lab Nanjing 210098 Peoples R China;

    Hohai Univ Inst Tunnel & Underground Engn Minist Educ Geomech & Embankment Engn Key Lab Nanjing 210098 Peoples R China;

    Univ Calif Irvine Dept Civil & Environm Engn Irvine CA 92697 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Lightweight cellular concrete; Porosity; Ultrasound; Finite-element method;

    机译:轻质蜂窝混凝土;孔隙率;超声波;有限元法;

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