TEST METHODS FOR FRP-CONCRETE SYSTEMS SUBJECTED TO MECHANICAL LOADS - STATE-OF-THE-ART REVIEW

被引:53
|
作者
NANNI, A
BAKIS, CE
BOOTHBY, TE
机构
[1] PENN STATE UNIV,DEPT ENGN SCI & MECH,UNIVERSITY PK,PA 16802
[2] PENN STATE UNIV,DEPT ARCHITECTURAL ENGN,UNIVERSITY PK,PA 16802
关键词
ACCELERATED AGING; BOND; CONCRETE; CONCRETE REINFORCEMENT; FATIGUE; FIBER REINFORCED PLASTIC; HIGHWAY STRUCTURES; MECHANICAL LOADS; MECHANICAL PROPERTIES; PULL-OUT; STANDARDS; TEST METHODS; THERMAL EFFECTS;
D O I
10.1177/073168449501400601
中图分类号
TB33 [复合材料];
学科分类号
摘要
This report addresses the methodology for determining the long-term behavior of bridge structures reinforced with fiber reinforced plastic (FRP) rods. In particular, a review of the existing literature on what has been done and what needs to be done for the development of accelerated test methods, with emphasis on mechanical loads, is presented. The focus of the report is on new, bonded FRP reinforcement for concrete bridge structures. Companion reports address stand-alone FRP systems subjected to mechanical loads, and stand-alone FRP and FRP-concrete systems subjected to environmental loads.
引用
收藏
页码:524 / 558
页数:35
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