改性聚脲涂层厚度对钢筋混凝土板抗爆性的影响

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL Structures Pub Date : 2024-08-10 DOI:10.1016/j.istruc.2024.107009
Meng Mu, Fei Liu, Ji Li, Feng He, Sanfeng Liu, Chun Li, Yang Yang
{"title":"改性聚脲涂层厚度对钢筋混凝土板抗爆性的影响","authors":"Meng Mu, Fei Liu, Ji Li, Feng He, Sanfeng Liu, Chun Li, Yang Yang","doi":"10.1016/j.istruc.2024.107009","DOIUrl":null,"url":null,"abstract":"To study the influence of modified polyurea coating thickness on the blast resistance performance of reinforced concrete (RC) slab, a field test was conducted with seven shots. The test recorded the dynamic response data of modified polyurea coated reinforced concrete (PRC) slab under contact explosion load, including the area and displacement of the coating deformation as well as acceleration. In addition, in order to further explore the influence law of different TNT charge quantities on coating deformation, numerical simulation research was carried out by using LS-DYNA. The test results show that, under the same explosion conditions, as the coating thickness increases, the peak displacement and residual displacement of the coating decrease, while the area of coating deformation first increases and then decreases. Increasing the thickness of the coating can also effectively reduce the speed at which peak displacement occurs, but increasing the rebound displacement may cause a secondary impact on the RC slab. By adding additional test conditions, the optimal coating thickness subjected different explosive loads can be determined, leading to the development of economical and highly resistant protective structures.","PeriodicalId":48642,"journal":{"name":"Structures","volume":null,"pages":null},"PeriodicalIF":3.9000,"publicationDate":"2024-08-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influence of modified polyurea coating thickness on the blast resistance of RC slab\",\"authors\":\"Meng Mu, Fei Liu, Ji Li, Feng He, Sanfeng Liu, Chun Li, Yang Yang\",\"doi\":\"10.1016/j.istruc.2024.107009\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"To study the influence of modified polyurea coating thickness on the blast resistance performance of reinforced concrete (RC) slab, a field test was conducted with seven shots. The test recorded the dynamic response data of modified polyurea coated reinforced concrete (PRC) slab under contact explosion load, including the area and displacement of the coating deformation as well as acceleration. In addition, in order to further explore the influence law of different TNT charge quantities on coating deformation, numerical simulation research was carried out by using LS-DYNA. The test results show that, under the same explosion conditions, as the coating thickness increases, the peak displacement and residual displacement of the coating decrease, while the area of coating deformation first increases and then decreases. Increasing the thickness of the coating can also effectively reduce the speed at which peak displacement occurs, but increasing the rebound displacement may cause a secondary impact on the RC slab. By adding additional test conditions, the optimal coating thickness subjected different explosive loads can be determined, leading to the development of economical and highly resistant protective structures.\",\"PeriodicalId\":48642,\"journal\":{\"name\":\"Structures\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2024-08-10\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1016/j.istruc.2024.107009\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1016/j.istruc.2024.107009","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

为研究改性聚脲涂层厚度对钢筋混凝土(RC)板抗爆性能的影响,进行了七次现场试验。试验记录了改性聚脲涂层钢筋混凝土(PRC)板在接触爆炸荷载下的动态响应数据,包括涂层变形的面积和位移以及加速度。此外,为了进一步探讨不同 TNT 装药量对涂层变形的影响规律,采用 LS-DYNA 进行了数值模拟研究。试验结果表明,在相同的爆炸条件下,随着涂层厚度的增加,涂层的峰值位移和残余位移减小,涂层变形面积先增大后减小。增加涂层厚度还能有效降低峰值位移发生的速度,但增加回弹位移可能会对 RC 板造成二次冲击。通过增加额外的试验条件,可以确定不同爆炸荷载下的最佳涂层厚度,从而开发出经济、高抗性的防护结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Influence of modified polyurea coating thickness on the blast resistance of RC slab
To study the influence of modified polyurea coating thickness on the blast resistance performance of reinforced concrete (RC) slab, a field test was conducted with seven shots. The test recorded the dynamic response data of modified polyurea coated reinforced concrete (PRC) slab under contact explosion load, including the area and displacement of the coating deformation as well as acceleration. In addition, in order to further explore the influence law of different TNT charge quantities on coating deformation, numerical simulation research was carried out by using LS-DYNA. The test results show that, under the same explosion conditions, as the coating thickness increases, the peak displacement and residual displacement of the coating decrease, while the area of coating deformation first increases and then decreases. Increasing the thickness of the coating can also effectively reduce the speed at which peak displacement occurs, but increasing the rebound displacement may cause a secondary impact on the RC slab. By adding additional test conditions, the optimal coating thickness subjected different explosive loads can be determined, leading to the development of economical and highly resistant protective structures.
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
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
期刊最新文献
Study on the load capacity of prefabricated buckling-restrained braces with ductile steel castings based on singular function Tension-bending coupled fatigue life study of semi-parallel steel wire cables using a developed LEFM method Investigation on post-fire bond behavior between section steel and concrete in SRCFST columns Failure mechanism and reliability prediction of CFS built-up columns considering distortional buckling Mechanics guided data-driven model for seismic shear strength of exterior beam-column joints
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1