Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/29158
DC Field | Value | Language |
---|---|---|
dc.contributor | Department of Civil and Environmental Engineering | - |
dc.creator | Yao, J | - |
dc.creator | Teng, J | - |
dc.date.accessioned | 2014-12-30T08:37:07Z | - |
dc.date.available | 2014-12-30T08:37:07Z | - |
dc.identifier.issn | 1000-6869 | - |
dc.identifier.uri | http://hdl.handle.net/10397/29158 | - |
dc.language.iso | zh | en_US |
dc.publisher | 中国建筑工业出版社 | en_US |
dc.rights | © 2003 中国学术期刊电子杂志出版社。本内容的使用仅限于教育、科研之目的。 | en_US |
dc.rights | © 2003 China Academic Journal Electronic Publishing House. It is to be used strictly for educational and research purposes. | en_US |
dc.subject | FRP composites | en_US |
dc.subject | Bond strength | en_US |
dc.subject | FRP-to-concrete bonded joints | en_US |
dc.subject | Single shear test | en_US |
dc.title | Experimental study on bond strength between FRP and concrete | en_US |
dc.title | FRP复合材料与混凝土的粘结强度试验研究 | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.spage | 10 | - |
dc.identifier.epage | 17, 23 | - |
dc.identifier.volume | 24 | - |
dc.identifier.issue | 5 | - |
dc.identifier.doi | 10.14006/j.jzjgxb.2003.05.002 | - |
dcterms.abstract | FRP复合材料与混凝土的粘结强度是混凝土结构外粘FRP板材这一加固新技术的重要研究课题。本文首先采用FRP板-混凝土块搭接接头的单剪试验方法,考虑FRP板的搭接长度、支座高度变化、试件对中偏位、FRP板与混凝土块的宽度比等因素,对FRP与混凝土的粘结强度进行了深入研究。然后利用试验结果与最近提出的陈-滕粘结强度公式作了比较研究。研究结果表明:(1)粘结破坏有FRP剥离破坏和混凝土拉剪破坏两种形式;(2)FRP板的搭接长度、试件对中偏位、FRP板与混凝土块的宽度比等因素对粘结强度有显著影响,支座高度变化也有一定影响;(3)粘结强度不小于“有效粘结长度”时,陈-滕粘结强度公式具有较高精度。 | - |
dcterms.abstract | The bond strength between fiber rein forced plastic /polymer composites(FRP)sheet and concrete was studied by experiment on a simple shear test s et-up with emphasis on the effects of the bond length,support height,loading offset and FRP-to-concrete width ra tio.The test results were compared w ith those obtained from the Chen and T eng’s bond strength formulas.Following c onclusions are drawn from this study:(1)there are two kinds of failure modes,namely FRP debonding failure and con crete tension-shear failure;(2)the bond length,loading offset and FRP-to-concrete width ratio have significant effects on bond strength while the support height also has certain effect;(3)the results obtaind from Chen-Teng’ s bond strength formula agree well wi th the test results,provided the total bond length is no less than the effective bond len gth. | - |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | 建筑结构学报 (Journal of building structures), 2003, v. 24, no. 5, p. 10-17, 23 | - |
dcterms.isPartOf | 建筑结构学报 (Journal of building structures) | - |
dcterms.issued | 2003 | - |
dc.identifier.scopus | 2-s2.0-0242711718 | - |
dc.identifier.rosgroupid | r16487 | - |
dc.description.ros | 2003-2004 > Academic research: refereed > Publication in refereed journal | - |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_IR/PIRA | en_US |
dc.description.pubStatus | Published | en_US |
Appears in Collections: | Journal/Magazine Article |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
r16487.pdf | 1.24 MB | Adobe PDF | View/Open |
Page views
216
Last Week
1
1
Last month
Citations as of Apr 21, 2024
Downloads
433
Citations as of Apr 21, 2024
SCOPUSTM
Citations
12
Last Week
0
0
Last month
Citations as of Apr 19, 2024
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.