兰州理工大学学报 ›› 2026, Vol. 52 ›› Issue (2): 119-128.

• 建筑科学 • 上一篇    下一篇

基于贝叶斯融合理论和CART-DT的梁结构损伤识别

项长生*1, 刘海龙1, 周宇2, 刘辰雨1   

  1. 1.兰州理工大学 土木与水利工程学院, 甘肃 兰州 730050;
    2.安徽建筑大学 土木工程学院, 安徽 合肥 230601
  • 收稿日期:2022-09-24 出版日期:2026-04-28 发布日期:2026-04-28
  • 通讯作者: 项长生(1976-),男,安徽安庆人,博士,副教授. Email:xiangcs@lut.edu.cn
  • 基金资助:
    国家自然科学基金(51868045),甘肃省科技创新人才计划项目(25RCKA014)

Damage identification of beam structures based on bayesian fusion theory and CART-DT

XIANG Chang-sheng1, LIU Hai-long1, ZHOU Yu2, LIU Chen-yu1   

  1. 1. School of Civil and Hydraulic Engineering, Lanzhou University of Technology, Lanzhou 730050, China;
    2. School of Civil Engineering, Anhui Jianzhu University, Hefei 230601, China
  • Received:2022-09-24 Online:2026-04-28 Published:2026-04-28

摘要: 为提高梁结构损伤识别的可靠性,融合贝叶斯理论与分类回归决策树(CART-DT)算法,提出一种损伤识别方法.在传统模态应变能及模态应变能曲率差(MSECD)指标基础上,构建改进模态应变能(IMSE)与改进模态应变能曲率差(IMSECD)指标,并进行相关误差分析.通过ANSYS软件建立简支梁模型,分别采用MSECD、IMSECD、贝叶斯融合方法及CART-DT算法开展损伤识别分析,并完成模型试验验证.结果表明:IMSECD指标具有更高的损伤定位精度与抗噪性能;基于贝叶斯数据融合的方法可综合多阶模态指标识别结果,有效降低非损伤位置的干扰,提升定位准确性;基于CART-DT算法的方法在10%噪声以内损伤程度识别准确率保持在80%以上;在试验与噪声影响下,所提方法仍表现出良好的鲁棒性,能够有效识别简支梁结构的损伤位置.

关键词: 梁结构, 损伤识别, 改进模态应变能, 贝叶斯数据融合理论, CART-DT算法

Abstract: To improve the reliability of beam structure damage identification, a damage identification method integrating Bayesian theory and the classification and regression tree (CART-DT) algorithm is proposed. Based on traditional modal strain energy and modal strain energy curvature difference (MSECD) indicators, improved modal strain energy (IMSE) and improved modal strain energy curvature difference (IMSECD) indicators are developed, accompanied by an error analysis. A simply supported beam model is established using ANSYS software, and damage identification analyses are conducted using MSECD, IMSECD, Bayesian fusion, and the CART-DT algorithm, followed by experimental validation. The results show that the IMSECD indicator achieves higher damage localization accuracy and better noise resistance. The Bayesian data fusion-based method integrates multi-order modal identification results, effectively reducing interference from non-damage locations and improving localization accuracy. The CART-DT-based method identifies damage severity with an accuracy of over 80% under a noise level of up to 10%. Under testing conditions and measurement noise, the proposed method exhibits strong robustness and effectively identifies damage locations in simply supported beam structures.

Key words: beam structure, damage identification, improved modal strain energy, bayesian data fusion theory, CART-DT algorithm

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