Development of FRP-concrete composite bridge deck in Korea - State-of-the-art review

被引:5
|
作者
Nam, Jeong-Hun [1 ]
Yoon, Soon-Jong [1 ]
Moon, Hwan-Doo [1 ]
Ok, Dong-Min [1 ]
Hong, Soon-Jung [1 ]
机构
[1] Hongik Univ, Dept Civil Engn, Seoul 121791, South Korea
关键词
FRP-concrete composite bridge deck; FRP re-bar; FRP box and panel; dual cavity beam unit;
D O I
10.4028/www.scientific.net/KEM.326-328.1705
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
The bridge deck is the most vulnerable element in the bridge system because it is exposed to direct actions of wheel loading, chemical attacks, and temperature and moisture effects including freezing and thawing, shrinkage, humidity, etc. In 1980's, several countries, such as USA, Japan, and Canada, already realized that the service life of the deck is critical for that of the whole bridge, and the research was initiated to develop new material and structural system to improve deck behavior. In recent years, it has been encouraged to develop more durable, easily constructible, and more cost effective bridge deck than the current one in Korea. In this study, a concise state-of-the-art survey of the experimental investigations on the FRP-concrete composite bridge deck under developing in Korea is presented.
引用
收藏
页码:1705 / 1708
页数:4
相关论文
共 50 条
  • [1] Development of FRP-concrete composite bridge deck
    Cho, Jeong-Rae
    Kim, Yung-Suk
    Cho, Kenhee
    Chin, Won-Jong
    Kim, Sung-Tae
    [J]. IABSE CONFERENCE NEW DELHI, INDIA 2005: ROLE OF STRUCTURAL ENGINEERS TOWARDS REDUCTION OF POVERTY, 2005, : 479 - 486
  • [2] Perforated FRP shear connector for the FRP-concrete composite bridge deck
    Nam, Jeong-Hun
    Yoon, Soon-Jong
    Ok, Dong-Min
    Cho, Sun-Kyu
    [J]. ADVANCES IN COMPOSITE MATERIALS AND STRUCTURES, PTS 1 AND 2, 2007, 334-335 : 381 - +
  • [3] Structural Characteristics of FRP-concrete Bridge Deck System
    Li, Fan
    Wang, Rongxia
    Chen, Shunwei
    Zhou, Jianbin
    [J]. SUSTAINABLE ENVIRONMENT AND TRANSPORTATION, PTS 1-4, 2012, 178-181 : 2369 - 2372
  • [4] TEST METHODS FOR FRP-CONCRETE SYSTEMS SUBJECTED TO MECHANICAL LOADS - STATE-OF-THE-ART REVIEW
    NANNI, A
    BAKIS, CE
    BOOTHBY, TE
    [J]. JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 1995, 14 (06) : 524 - 558
  • [5] FLEXURAL BEHAVIOR OF HYBRID FRP-CONCRETE BRIDGE DECK SYSTEMS
    Zhang, Yin
    Guo, Tao
    Cai, C. S.
    Nie, Jianguo
    [J]. INTERNATIONAL SYMPOSIUM ON LIFE-CYCLE PERFORMANCE OF BRIDGES AND STRUCTURES, 2010, : 412 - 416
  • [6] The Applicability Study on the FRP-Concrete Composite Bridge Deck for Cable-Stayed Bridges
    Kim, Sung Tae
    Park, Sung Yong
    Cho, Keunhee
    Cho, Jeong-Rae
    Kim, Byung-Suk
    [J]. ADVANCES IN FRACTURE AND DAMAGE MECHANICS XI, 2013, 525-526 : 593 - 596
  • [7] A State-of-the-Art Review on Hybrid GFRP-Concrete Bridge Deck Systems
    Zuo, Yize
    Cao, Yuqi
    Zhou, Yuqi
    Liu, Wei Wei
    [J]. ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021
  • [8] Static and Fatigue Behaviors of Precast FRP-Concrete Composite Deck for Cable-Stayed Bridge
    Cho, Keunhee
    Park, Sung Yong
    Kim, Sung Tae
    Kim, Byung-Suk
    [J]. ADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING, 2010, : 215 - 218
  • [9] New bridge systems using FRP composites and concrete: A state-of-the-art review
    Cheng, Lijuan
    Karbhari, Vistasp M.
    [J]. PROGRESS IN STRUCTURAL ENGINEERING AND MATERIALS, 2006, 8 (04) : 143 - 154
  • [10] Experimental Studies on FRP-Concrete Composite Deck with FRP Perfobond Shear Connectors
    Xue, Weichen
    Ge, Chang
    Tan, Yuan
    Wang, Yongsheng
    [J]. ADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING, 2010, : 219 - 223