GUO Rui
Associate Professor
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Supervisor of Master's Candidates
- Master Tutor
- Gender:Male
- Education Level:PhD graduate
- Degree:Doctor of engineering
- Business Address:Southwest Jiaotong University, No.111, 1st North Section, 2nd Rind Road, Chengdu, 610031 P.R.China
- Professional Title:Associate Professor
- Academic Titles:西南交通大学归国华侨联合会副主席
- Other Post:成都市金牛区归国华侨联合会常务委员、副主席
- Alma Mater:Kyushu University
- Supervisor of Master's Candidates
- School/Department:School of Civil Engineering
- Discipline:Civil Engineering
Contact Information
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- Telephone：
- Email：
- Paper Publications
聚合物水泥砂浆-碳纤维网格加固层与混凝土界面的黏结性能试验研究
- Affiliation of Author(s):西南交通大学
- Journal:建筑结构学报
- Funded by:国家重点研发计划(2016YFC0802205,2016YFB0303603-4)； 国家自然科学基金项目(51108389)
- Key Words:CFRP网格; 聚合物水泥砂浆; 拉拔试验; 黏结性能; 应变分担率; 网格结点; 应力传递
- Abstract:为研究聚合物水泥砂浆(polymer coment mortar,PCM)-碳纤维增强复合(carbon fiber reinforced polymer,CFRP)网格加固层与混凝土界面的黏结滑移关系和应力传递机理,对18个试件进行了拉拔试验,观测了其破坏形态和荷载-滑移关系,分析了CFRP网格的结点数、网格间距和不同类型的PCM对界面的黏结滑移和应力传递的影响。试验结果表明:低弹性PCM变形能力虽优于高强度PCM,但其在受拉过程中由于变形,易产生较大的应力,从而导致混凝土与PCM之间过早产生剥离破坏;CFRP网格在抗拉中起到约束滑移的作用,并随着网格间距的增加,横向网格筋的约束作用越显著;纵向网格筋的应变均呈现出从加载端到自由端逐渐减小的趋势,拉应力通过CFRP网格的结点依次传递给PCM和混凝土,其中第1网格结点的抗拉效果最明显;为使CFRP网格与PCM、混凝土有足够的黏结强度,即网格结点的应变分担率总和达到90%以上,则网格结点至少要3个及以上,且网格结点应随着网格间距的减小而增多。
- Co-author:蔡联亨
- First Author:郭瑞
- Indexed by:EI
- Correspondence Author:潘毅
- Document Code:1000-6869(2018) 09-0167-08
- Discipline:Civil Engineering
- Document Type:J
- Volume:39
- Issue:9
- Page Number:167-174
- ISSN No.:1000-6869
- Translation or Not:no
- CN No.:11-1931/TU
- Date of Publication:2018-09-19
- Included Journals:EI
- Links to published journals:https://kns.cnki.net/KCMS/detail/detail.aspx?dbcode=CJFQ&dbname=CJFDLAST2018&filename=JZJB201809019&v=MTQ4NjRSN3FmWk9kdUZ5dmxVYnpMTHpmQmJMRzRIOW5NcG85RWJZUjhlWDFMdXhZUzdEaDFUM3FUcldNMUZyQ1U=