基于模态参数的改进构型张弦梁结构损伤识别方法
CSTR:
作者:
作者单位:

长沙理工大学 桥梁与建筑绿色建造及维护湖南省重点实验室,长沙 410114

作者简介:

任宜春(1969- ),女,副教授,主要从事工程结构损伤诊断研究,E-mail:ryc_is_me@163.com。
REN Yichun (1969- ), associate professor, main research interest: damage diagnosis of engineering structures, E-mail: ryc_is_me@163.com.

通讯作者:

蒋友宝(通信作者),男,教授,博士生导师,E-mail:jiangybseu@163.com。

中图分类号:

TU323.3;TU311.41

基金项目:

国家自然科学基金(52378126);湖南省自然科学杰出青年基金(2022JJ10050)


Damage identification method of beam string structures with improved configuration based on modal parameters
Author:
Affiliation:

Hunan Provincial Key Laboratory of Green Construction and Maintenance of Bridges and Buildings, Changsha University of Science and Technology, Changsha 410114, P. R. China

Fund Project:

National Natural Science Foundation of China (No. 52378126); The Natural Science Foundation for Distinguished Young Scholars of Hunan Province (2022JJ10050)

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    为研究适用于下弦与撑杆改进构型张弦梁结构各杆件类型的损伤识别方法,降低无损伤杆件的误判率,提出一种基于结构模态的子构件曲率变化损伤识别指标,并通过对简支梁结构的分析证明该指标的有效性。采用有限元软件ANSYS建立下弦与撑杆改进构型张弦梁结构分析模型,通过减小杆件单元弹性模量的方式模拟杆件损伤;考虑到结构对称且复杂的特点,分别在跨中、1/4跨及近支座端杆件处设置单损伤、多损伤及小损伤程度的损伤工况,采用子构件改进的曲率绝对差指标和提出的基于结构模态的子构件曲率变化指标进行损伤识别对比分析。结果表明:基于结构模态的子构件曲率变化指标可实现结构单损伤、多损伤的精准定位,且对损伤程度较小的工况也非常敏感,可作为下弦与撑杆改进构型张弦梁结构损伤识别的有效方法。

    Abstract:

    In order to clarify the damage identification method applicable to each member type of beam string structures with an improved configuration of lower chords and struts, and to reduce misjudgments at non-damaged members, this paper proposes a damage identification index based on sub-component curvature variation and structural modes. The validity of the index was illustrated by analyzing a simply supported beam structure with a simple structural form. The finite element software ANSYS was used to establish the analysis model of beam string structures with an improved configuration of lower chords and struts. The damage of the members was simulated by reducing the elastic modulus of the member elements. Considering the symmetry and complexity of the structure, damage conditions of single damage, multiple damage, and small damage level were set up on the members at the mid-span, quarter-span, and near the bearing ends, respectively. The improved curvature absolute difference index of sub-components and the sub-component curvature variation based on structural mode proposed in this paper were used for the comparative analysis of damage identification. The findings demonstrate that the index of sub-component curvature variation based on structural modes can achieve the precise localization of single and multiple damages in the structure. This index is also highly sensitive to slight damage, making it an effective method for identifying damage to beam string structures with an improved configuration of lower chords and struts.

    参考文献
    相似文献
    引证文献
引用本文

任宜春,陈静,蒋友宝,周浩.基于模态参数的改进构型张弦梁结构损伤识别方法[J].土木与环境工程学报(中英文),2026,48(2):172-179. REN Yichun, CHEN Jing, JIANG Youbao, ZHOU Hao. Damage identification method of beam string structures with improved configuration based on modal parameters[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2026,48(2):172-179.10.11835/j. issn.2096-6717.2024.016

复制
分享
相关视频

文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2023-11-27
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2026-03-31
  • 出版日期:
文章二维码