摘要
本文运用非线性全过程分析方法分析了GFRP筋增强混凝土梁和钢筋混凝土梁不同的受荷—变形性能 ,指出针对GFRP筋的强刚度特性 ,为充分利用GFRP筋的高强特性 ,有必要采用预应力构件 ,文章进一步分析了预应力GFRP筋增强混凝土梁的受荷—变形性能。
This paper analyzes the deforming performances of GFRP reinforced concrete beam with nonlinear whole process analysis method. It emphasizes that the beam is necessarily made into pre-stressed members in order to fully utilize the high strength characters of GFRP reinforcement.And it further studies the deforming performance of the pre-stressed GFRP reinforced concrete beam.
出处
《玻璃钢／复合材料》
CAS
CSCD
2001年第1期5-7,共3页
Fiber Reinforced Plastics/Composites
