摘要
研究了纤维聚合物筋的力学性能 ,分析了破坏模式、混凝土强度、纤维聚合物筋直径和埋长等对纤维聚合物筋与混凝土粘结性能的影响。结果表明 ,这些因素对纤维聚合物筋与混凝土的粘结性能有一定的影响 ,在锚固长度等有关的计算中需要考虑。
The mechanical characteristics of Fiber Reinforced Polymer Rebars(FRP) is discussed?The impact of failure mode, concrete strength, the diameter and embedment length of FRP rebar upon the bond characteristics is explored. The experimental results show that these factors mentioned above ssary to account for their influences in the calculation such as the development length.
出处
《河南科学》
2001年第4期390-392,共3页
Henan Science
基金
河南省杰出青年基金资助项目
关键词
纤维聚合物筋
混凝土
粘结性能
fiber reinforced polymer (FRP) rebar
concrete
bond characteristics
