c型沟槽预埋泡沫混凝土的破坏机理

F. Fu, Dianzhong Liu, Fayu Wang
{"title":"c型沟槽预埋泡沫混凝土的破坏机理","authors":"F. Fu, Dianzhong Liu, Fayu Wang","doi":"10.4995/ASCCS2018.2018.8367","DOIUrl":null,"url":null,"abstract":"Forty-eight tests have been carried out to find of the failure mode of a new type of the foam concrete using C-Channels as embedements. Four groups of foam concrete specimens with various embedment depths of the steel in the concrete. The modes of failure of this new type of structure are summarized, which include the independent failure of the C-Channels with and without a concrete block inside the channel as well as the combined failure of the two channels, and the failure of the extrusion block. It is concluded that the failure involves independent slippage between two C-Channels, and the steel and the foam concrete blocks inside the C-Channels. ","PeriodicalId":320267,"journal":{"name":"Proceedings 12th international conference on Advances in Steel-Concrete Composite Structures - ASCCS 2018","volume":"9 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Failure Mechanism of Foam Concrete with C-Channel Embedment\",\"authors\":\"F. Fu, Dianzhong Liu, Fayu Wang\",\"doi\":\"10.4995/ASCCS2018.2018.8367\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Forty-eight tests have been carried out to find of the failure mode of a new type of the foam concrete using C-Channels as embedements. Four groups of foam concrete specimens with various embedment depths of the steel in the concrete. The modes of failure of this new type of structure are summarized, which include the independent failure of the C-Channels with and without a concrete block inside the channel as well as the combined failure of the two channels, and the failure of the extrusion block. It is concluded that the failure involves independent slippage between two C-Channels, and the steel and the foam concrete blocks inside the C-Channels. \",\"PeriodicalId\":320267,\"journal\":{\"name\":\"Proceedings 12th international conference on Advances in Steel-Concrete Composite Structures - ASCCS 2018\",\"volume\":\"9 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-06-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings 12th international conference on Advances in Steel-Concrete Composite Structures - ASCCS 2018\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4995/ASCCS2018.2018.8367\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings 12th international conference on Advances in Steel-Concrete Composite Structures - ASCCS 2018","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4995/ASCCS2018.2018.8367","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

对一种新型c型槽型泡沫混凝土的破坏模式进行了48次试验研究。四组泡沫混凝土试件采用不同的钢筋在混凝土中嵌入深度。总结了这种新型结构的破坏模式,包括槽内有混凝土砌块和不含混凝土砌块的c形通道的独立破坏,以及两个通道的联合破坏和挤压砌块的破坏。分析认为,破坏主要是两个c形通道之间的独立滑移,以及c形通道内的钢筋和泡沫混凝土砌块之间的独立滑移。
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
Failure Mechanism of Foam Concrete with C-Channel Embedment
Forty-eight tests have been carried out to find of the failure mode of a new type of the foam concrete using C-Channels as embedements. Four groups of foam concrete specimens with various embedment depths of the steel in the concrete. The modes of failure of this new type of structure are summarized, which include the independent failure of the C-Channels with and without a concrete block inside the channel as well as the combined failure of the two channels, and the failure of the extrusion block. It is concluded that the failure involves independent slippage between two C-Channels, and the steel and the foam concrete blocks inside the C-Channels. 
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
自引率
0.00%
发文量
0
期刊最新文献
A novel one-sided push-out test for shear connectors in composite beams Bending Moment Capacity of Stainless Steel-Concrete Composite Beams COMPARISON OF DESIGN FOR COMPOSITE COLUMNS IN STEEL AND CONCRETE ACCORDING TO EUROCODE 4 AND CHINESE DESIGN CODES An innovative concrete-steel structural system allowing for a fast and simple erection Influence of joint rigidity on the elastic buckling load of sway and non-sway steel frames
×
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