首页> 外文期刊>Construction and Building Materials >A self-powered surface sensing approach for detection of bottom-up cracking in asphalt concrete pavements: Theoreticalumerical modeling
【24h】

A self-powered surface sensing approach for detection of bottom-up cracking in asphalt concrete pavements: Theoreticalumerical modeling

机译:一种用于检测沥青混凝土路面自下而上裂缝的自供电表面传感方法:理论/数值模型

获取原文
获取原文并翻译 | 示例
           

摘要

This study presents a surface sensing approach for detection of bottom-up cracking in asphalt concrete (AC) pavements. The proposed method was based on the interpretation of compressed data stored in memory cells of a self-powered wireless sensor (SWS) with non-constant injection rates. Different 3D finite element (FE) models of an AC pavement were developed using ABAQUS to generate the sensor output data. A realistic dynamic moving load was applied to the surface of the pavement via DLOAD subroutines developed by FORTRAN. A network of sensing nodes was placed at the top of the AC layer to assess their sensitivity to the progression of bottom-up cracks. Several damage states were defined using Element Weakening Method (EWM). A linear-viscoelastic behavior was considered for the AC layer. In order to detect the damage progression, several damage indicator features were extracted from the data acquisition nodes. The damage detection accuracy was improved through a data fusion model that included the effect of group of sensors. The proposed fusion model was based on the integration of a Gaussian mixture model (GMM) for defining descriptive features, different feature selection algorithms, and a robust computational intelligence approach for multi-class damage classification. Furthermore, an uncertainty analysis was carried out to verify the reliability of the proposed damage detection approach. The results indicate that the progression of the bottom-up cracks can be accurately detected using the developed intelligent self-powered surface sensing system. (C) 2017 Elsevier Ltd. All rights reserved.
机译:这项研究提出了一种表面传感方法,用于检测沥青混凝土(AC)路面自下而上的开裂。所提出的方法基于对具有非恒定注入速率的自供电无线传感器(SWS)的存储单元中存储的压缩数据的解释。使用ABAQUS开发了交流路面的不同3D有限元(FE)模型,以生成传感器输出数据。通过由FORTRAN开发的DLOAD子例程,将实际的动态移动载荷施加到人行道表面。将传感节点网络放置在AC层的顶部,以评估其对自下而上裂缝发展的敏感性。使用元素弱化方法(EWM)定义了几种损坏状态。考虑了AC层的线性粘弹性行为。为了检测损坏程度,从数据采集节点中提取了几个损坏指示符特征。通过数据融合模型(包括传感器组的影响)提高了损伤检测的准确性。所提出的融合模型基于用于定义描述性特征的高斯混合模型(GMM)的集成,不同的特征选择算法以及用于多类损伤分类的鲁棒计算智能方法。此外,进行了不确定性分析以验证所提出的损伤检测方法的可靠性。结果表明,使用开发的智能自供电表面传感系统可以准确地检测出自下而上的裂纹的进展。 (C)2017 Elsevier Ltd.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号