Reliability analysis on flexural Behaviors of CFRP strengthened RC beams with opposite loading

被引：0
|
作者：
Zhao, J [1 ]
Yang, JP [1 ]
Sun, C [1 ]
Zhao, YL [1 ]
Yang, LF [1 ]
机构：
[1] Guangxi Univ, Coll Civil Engn, Nanning 530004, Guangxi, Peoples R China
来源：
PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL 4, PTS A and B | 2004年 / 4卷
关键词：
CFRP; opposite loading; strengthen; reliability;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This paper is an analysis based on the experimental study on the reliability of the beams with opposite loading, before and after being strengthened by the CFRP. Then a new way of strengthening and repairing the concrete structure is risen. The result shows that using this way to strengthen the beams can take full use of the high-strength CFRP and better control the crack of structural members, and can greatly increase their security.
引用
收藏
页码：863 / 867
页数：5
相关论文
共 50 条
  • [1] Flexural Performance of Strengthened RC Beams with CFRP Laminates Subjected to Cyclic Loading
    Hawileh, R.
    Abdalla, J. A.
    Tamimi, A.
    [J]. COMPOSITE SCIENCE AND TECHNOLOGY, PTS 1 AND 2, 2011, 471-472 : 697 - 702
  • [2] Analytical approach for the flexural analysis of RC beams strengthened with prestressed CFRP
    Rezazadeh, Mohammadali
    Barros, Joaquim
    Costa, Ines
    [J]. COMPOSITES PART B-ENGINEERING, 2015, 73 : 16 - 34
  • [3] Reliability Study of RC Beams Strengthened with CFRP
    Zou Jin-hua
    Huang Pei-yan
    Zhou Kun
    [J]. ICFCSE 2011: 2011 INTERNATIONAL CONFERENCE ON FUTURE COMPUTER SUPPORTED EDUCATION, VOL 2, 2011, : 598 - 601
  • [4] Flexural behavior of RC beams strengthened with pretensioned CFRP laminate under loading conditions
    Henan Polytechnic University, Jiaozuo
    Henan
    454003, China
    不详
    Hunan
    410075, China
    [J]. J. Railw. Eng. Soc., 1 (83-87):
  • [5] Behavior of RC beams strengthened with NSM CFRP strips under flexural repeated loading
    Fathuldeen, Saja Waleed
    Qissab, Musab Aied
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 2019, 70 (01) : 67 - 80
  • [6] RELIABILITY ANALYSIS OF SERVICEABILITY LIMIT STATE FOR FLEXURAL BEHAVIOR OF RC BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS
    Jiang, Sheng-Hua
    Hou, Jian-Guo
    He, Ying-Ming
    [J]. 4TH INTERNATIONAL SYMPOSIUM ON LIFETIME ENGINEERING OF CIVIL INFRASTRUCTURE, 2009, : 344 - 350
  • [7] Experimental flexural behaviors of CFRP strengthened aluminum beams
    Zhou, Yinzhi
    Fan, Hualin
    Jiang, Kebin
    Gou, Mingkang
    Li, Ning
    Zhu, Pengcheng
    Tu, Yiqiang
    [J]. COMPOSITE STRUCTURES, 2014, 116 : 761 - 771
  • [8] Finite Element Analysis on Flexural Fatigue Behavior of RC Beams Strengthened with CFRP
    Wang, Yu
    Shen, Yanni
    Fan, Xu
    [J]. TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 3062 - +
  • [9] NUMERICAL ANALYSIS OF THE FLEXURAL RESPONSE OF RC BEAMS STRENGTHENED WITH NSM-CFRP
    Khene, Ahmed
    Mesbah, Habib Abdelhak
    Chikh, Nasr-Eddine
    [J]. CIVIL AND ENVIRONMENTAL ENGINEERING REPORTS, 2018, 28 (03) : 90 - 102
  • [10] Increasing the flexural performance of RC beams strengthened with CFRP materials
    Anania, L
    Badalà, A
    Failla, G
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2005, 19 (01) : 55 - 61
12345