摘要
本文采用光弹性试验方法对钢筋混凝土简支梁粘钢加固前、后的受力性能进行了试验研究,从而获得了简支梁在出现裂缝前、后的应力分布状况,可供钢筋混凝土简支梁粘钢加固设计参考。
The stress behavior before and after steel-bonded reinforcement for the reinforced concrete simply supported beam is studied by adopting the photoelastic experiment method. The cir-cumstances of stress distribution before and after the cracks occurred on a simply supported beam are made out and can be aveilable for reference in steel-bonded reinforcement for the reinforced concrete simply supported beam.
基金
水利水电科学基金
关键词
粘接
加固
钢筋混凝土
梁
内应力
adhcsions
rejnforement
photoeIasticity
crack