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文章主要以可靠度理论为基础,通过实例来分析粘贴碳纤维对钢筋混凝土空心板桥承载能力及延性的影响。计算结果认为,用碳纤维加固可提高桥梁使用性能。
Based on the theory of reliability, the article analyzes the influence of carbon fiber attached to the bearing capacity and ductility of reinforced concrete hollow slab bridge. The calculation results show that the use of carbon fiber reinforcement can improve bridge performance.