碳纤维布加固混凝土桥面板受弯性能试验研究

Study on the Flexural Behavior of Concrete Floor Plank Strengthened with CFS

通过碳纤维布加固混凝土梁和未加固梁模型的受弯性能对比试验 ,研究了初始弯矩大小对极限承载力、刚度、裂缝形态的影响 。

The study on the flexural behavior of the beams strengthened with carbon fiber sheets is conducted by comparing with a control beam.The effect of initial moment on the load capacity,the stiffness and the configuration of crack is also studied.