制定监测桥梁结构技术状态和确定安全运营期的方法

IF 0.7 4区 材料科学 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY
Ya.L. Ivanytskyi, Z. Ya. Blikharskyi, O. P. Maksymenko, O. V. Panchenko, Ya. Z. Blikharskyi
{"title":"制定监测桥梁结构技术状态和确定安全运营期的方法","authors":"Ya.L. Ivanytskyi, Z. Ya. Blikharskyi, O. P. Maksymenko, O. V. Panchenko, Ya. Z. Blikharskyi","doi":"10.1007/s11003-024-00832-4","DOIUrl":null,"url":null,"abstract":"<p>A methodology for determining the technical state of reinforced concrete bridge structures was developed. It is based on establishing the depth and location of the largest deflection using a laser projection system, as well as an approach to finding the stress-strain state (SSS) along the height of the beam. An energy approach, which foresees the energy of elastic-plastic deformation calculation of concrete and reinforcement was used for this. The specific fracture energy as an invariant characteristic of concrete strength under tension, compression, and also tension of reinforcement were established experimentally. The true diagrams of deformation and fracture of concrete samples taken from the structure were plotted. The results of experimental studies of SSS during the bending of a reinforced concrete beam agree well with those calculated by the finite element method.</p>","PeriodicalId":18230,"journal":{"name":"Materials Science","volume":"6 1","pages":""},"PeriodicalIF":0.7000,"publicationDate":"2024-08-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Development of the Methodology for Monitoring the Technical State of Bridge Structures and Establishment of Safe Operating Period\",\"authors\":\"Ya.L. Ivanytskyi, Z. Ya. Blikharskyi, O. P. Maksymenko, O. V. Panchenko, Ya. Z. Blikharskyi\",\"doi\":\"10.1007/s11003-024-00832-4\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>A methodology for determining the technical state of reinforced concrete bridge structures was developed. It is based on establishing the depth and location of the largest deflection using a laser projection system, as well as an approach to finding the stress-strain state (SSS) along the height of the beam. An energy approach, which foresees the energy of elastic-plastic deformation calculation of concrete and reinforcement was used for this. The specific fracture energy as an invariant characteristic of concrete strength under tension, compression, and also tension of reinforcement were established experimentally. The true diagrams of deformation and fracture of concrete samples taken from the structure were plotted. The results of experimental studies of SSS during the bending of a reinforced concrete beam agree well with those calculated by the finite element method.</p>\",\"PeriodicalId\":18230,\"journal\":{\"name\":\"Materials Science\",\"volume\":\"6 1\",\"pages\":\"\"},\"PeriodicalIF\":0.7000,\"publicationDate\":\"2024-08-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Materials Science\",\"FirstCategoryId\":\"88\",\"ListUrlMain\":\"https://doi.org/10.1007/s11003-024-00832-4\",\"RegionNum\":4,\"RegionCategory\":\"材料科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"MATERIALS SCIENCE, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Materials Science","FirstCategoryId":"88","ListUrlMain":"https://doi.org/10.1007/s11003-024-00832-4","RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"MATERIALS SCIENCE, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

摘要

开发了一种确定钢筋混凝土桥梁结构技术状态的方法。该方法的基础是利用激光投影系统确定最大挠度的深度和位置,以及沿着梁的高度寻找应力-应变状态(SSS)的方法。为此,采用了一种能量法,即预测混凝土和钢筋弹塑性变形计算的能量。作为混凝土强度在拉伸、压缩以及钢筋拉伸情况下的不变特征的比断裂能是通过实验确定的。绘制了从结构中提取的混凝土样本的变形和断裂的真实图表。钢筋混凝土梁弯曲过程中 SSS 的实验研究结果与有限元法的计算结果非常吻合。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Development of the Methodology for Monitoring the Technical State of Bridge Structures and Establishment of Safe Operating Period

Development of the Methodology for Monitoring the Technical State of Bridge Structures and Establishment of Safe Operating Period

A methodology for determining the technical state of reinforced concrete bridge structures was developed. It is based on establishing the depth and location of the largest deflection using a laser projection system, as well as an approach to finding the stress-strain state (SSS) along the height of the beam. An energy approach, which foresees the energy of elastic-plastic deformation calculation of concrete and reinforcement was used for this. The specific fracture energy as an invariant characteristic of concrete strength under tension, compression, and also tension of reinforcement were established experimentally. The true diagrams of deformation and fracture of concrete samples taken from the structure were plotted. The results of experimental studies of SSS during the bending of a reinforced concrete beam agree well with those calculated by the finite element method.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Materials Science
Materials Science 工程技术-材料科学:综合
CiteScore
1.60
自引率
44.40%
发文量
63
审稿时长
4-8 weeks
期刊介绍: Materials Science reports on current research into such problems as cracking, fatigue and fracture, especially in active environments as well as corrosion and anticorrosion protection of structural metallic and polymer materials, and the development of new materials.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信