Durability gap analysis for fiber-reinforced polymer composites in civil infrastructure

被引:341
作者
Karbhari, VM [1 ]
Chin, JW
Hunston, D
Benmokrane, B
Juska, T
Morgan, R
Lesko, JJ
Sorathia, U
Reynaud, D
机构
[1] Univ Calif San Diego, Dept Struct Engn, La Jolla, CA 92093 USA
[2] Natl Inst Stand & Technol, Gaithersburg, MD 20899 USA
[3] Univ Sherbrooke, Dept Civil Engn, Sherbrooke, PQ J1K 2R1, Canada
[4] Newport News Shipyard, Newport News, VA 23603 USA
[5] Texas A&M Univ, Dept Mech Engn, College Stn, TX 77843 USA
[6] Virginia Tech, Dept Engn Sci & Mech, Blacksburg, VA 24061 USA
[7] USN, Ctr Surface Warfare, Carderock Div, Bethesda, MD 20817 USA
[8] Civil Engn Res Fdn, Washington, DC 20037 USA
关键词
durability; fiber reinforced polymers; reinforcement retrofitting; decks; panels; composite materials;
D O I
10.1061/(ASCE)1090-0268(2003)7:3(238)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The lack of a comprehensive, validated, and easily accessible data base for the durability of fiber-reinforced polymer (FRP) composites as related to civil infrastructure applications has been identified as a critical barrier to widespread acceptance of these materials by structural designers and civil engineers. This concern is emphasized since the structures of interest are primarily load bearing and are expected to remain in service over extended periods of time without significant inspection or maintenance. This paper presents a synopsis of a gap analysis study undertaken under the aegis of the Civil Engineering Research Foundation and the Federal Highway Administration to identify and prioritize critical gaps in durability data. The study focuses on the use of FRP in internal reinforcement, external strengthening, seismic retrofit, bridge decks, structural profiles, and panels. Environments of interest are moisture/solution, alkalinity, creep/relaxation, fatigue, fire, thermal effects (including freeze-thaw), and ultraviolet exposure.
引用
收藏
页码:238 / 247
页数:10
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