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基于应变模态曲率差的木梁损伤识别

孟昭博 高飞飞 王鑫 任现才 张立伟 荣珂欣

木材科学与技术2024,Vol.38Issue(2):36-42,7.
木材科学与技术2024,Vol.38Issue(2):36-42,7.DOI:10.12326/j.2096-9694.2023190

基于应变模态曲率差的木梁损伤识别

Damage Identification of Wooden Beams Based on Strain Modal Curvature Differences

孟昭博 1高飞飞 1王鑫 2任现才 3张立伟 1荣珂欣1

作者信息

  • 1. 聊城大学建筑工程学院,山东聊城 252000
  • 2. 天水师范学院土木工程学院,甘肃天水 741001
  • 3. 西安建筑科技大学土木工程学院,陕西西安 710055
  • 折叠

摘要

Abstract

This paper presents a damage identification approach based on the difference in curvature of strain modes to identify the defects of the cross-section of wooden beams.First,modal analysis was performed to establish the finite element models of both intact and damaged wooden beams using ABAQUS.Next,the damage identification indicators of strain mode and strain mode curvature difference were used to locate and identify the damage of the wooden beams,and the damage degree of the wooden beams was estimated by fitting the relationship between strain mode curvature difference and damage degree.Lastly,the wooden beams test was used to confirm the validity of the indexes.The results reveal that:the strain mode damage identification index is unsatisfactory for damage localization of wooden beams;the strain mode curvature difference index has strong sensitivity and can properly identify different damage and degrees locations of wooden beams.

关键词

木梁/应变模态曲率差/损伤识别

Key words

wooden beams/strain modal curvature difference/damage identification

分类

农业科技

引用本文复制引用

孟昭博,高飞飞,王鑫,任现才,张立伟,荣珂欣..基于应变模态曲率差的木梁损伤识别[J].木材科学与技术,2024,38(2):36-42,7.

基金项目

国家自然科学基金项目"交通激励下天水古民居木结构的损伤识别与疲劳寿命研究"(52068063) (52068063)

山东省自然科学基金面上项目"交通激励下古建筑木结构损伤识别研究"(ZR2020ME240). (ZR2020ME240)

木材科学与技术

OA北大核心CSTPCD

2096-9694

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