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基于多源局部响应信号的钢筋混凝土梁承载性能评估

曹永康 余兴胜 沈哲亮

土木工程与管理学报2026,Vol.43Issue(3):37-45,9.
土木工程与管理学报2026,Vol.43Issue(3):37-45,9.DOI:10.13579/j.cnki.2095-0985.2026.20250283

基于多源局部响应信号的钢筋混凝土梁承载性能评估

Evaluation of the Bearing Performance of Reinforced Concrete Beams Based on Multi-Source Local Response Data

曹永康 1余兴胜 2沈哲亮2

作者信息

  • 1. 武汉市新洲区公路管理局,湖北 武汉 430400
  • 2. 中铁第四勘察设计院集团有限公司,湖北 武汉 430063
  • 折叠

摘要

Abstract

As a key load-bearing component of the structure,the bearing performance evaluation of reinforced concrete beams is directly related to the safe operation of the overall structure.This study takes reinforced concrete beams as the research object,and implements batch modeling and calculation of reinforced concrete beam models with random initial damage based on ABAQUS and Py-thon secondary development scripts.Multi-source response database such as strain,acceleration,and strain cloud maps are constructed.Based on multi-source data of reinforced concrete beams,a two-stage bending capacity evaluation model was proposed using deep learning methods:(1)For the pre-diction of elastic stage bearing capacity,a multi-channel convolutional neural network was used for damage rate identification,and a relationship model between damage rate and elastic stage bearing ca-pacity was constructed.The results show that the combination of dynamic acceleration and strain cloud maps had a good prediction effect on damage rate,with an accuracy of 91.3%;(2)For the prediction of ultimate bending capacity,a prediction model for ultimate bearing capacity was construc-ted using long short-term memory network based on the temporal characteristics of strain signals and the spatial characteristics of cloud maps,with an accuracy rate of 98.6%.The deep learning network prediction in this paper was validated using indoor RC beam four-point bending tests.The results show that the identification error of damage rate was less than 0.94%,and the prediction error of ultimate bearing capacity was less than 2 kN.

关键词

损伤识别/深度学习/多源数据融合/抗弯承载力评估/钢筋混凝土梁

Key words

damage identification/deep learning/multi-source data fusion/bending capacity evalu-ation/reinforced concrete beam

分类

建筑与水利

引用本文复制引用

曹永康,余兴胜,沈哲亮..基于多源局部响应信号的钢筋混凝土梁承载性能评估[J].土木工程与管理学报,2026,43(3):37-45,9.

基金项目

湖北省自然科学基金创新群体项目(2024AFA006) (2024AFA006)

湖北省重点研发计划(2023BCB045) (2023BCB045)

土木工程与管理学报

OACHSSCD

2095-0985

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