摘要
用试验的方法研究了道路、桥梁等混凝土结构增强用及斜拉索用纤维筋棒的破坏强度．破坏试验结果表明：纤维筋棒的夹持方法非常重要，夹持方法的不同对其破坏强度影响很大．其次，利用载荷距离加权局部分配法则和破坏柱元的概念，运用统计理论计算了纤维筋棒的破坏强度，理论计算与试验数据吻合较好．
The failure of fiber_reinforced plastic rebar (FRP Rebar) used in concrete structures such as roads and bridges as strengthening bars is studied experimentally in the paper. How to grip a FRP Rebar is very important. The experimental results show that different methods of gripping it have great influence on its ultimate strength. In addition, the ultimate strength of a FRP Rebar is calculated by using the statistical failure theory based on the weighting distance local load_sharing rule and the concept of the element of fiber column. The theoretical results are closer to the experimental ones.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
1998年第4期23-26,共4页
Journal of South China University of Technology(Natural Science Edition)
基金
国家自然科学基金
关键词
纤维柱元
纤维筋棒
强度
混凝土结构
破坏试验
element of fiber column
fiber_reinforced plastic rebar
strength
statistical method
