| 1. | Based on the test of 3 concrete beams reinforced with surface adhering sand carbon fiber bar and 2 concrete beams reinforced with surface adhering sand glass fiber bar , the deflection , balanced reinforcement ratio , failure mode , and ultimate capacity were analyzed and corresponding formulas are recommended 摘要以3根粘砂碳纤维聚合物筋混凝土梁和2根粘砂玻璃纤维聚合物筋的试验为依据,分析了纤维聚合物筋混凝土梁的挠度变形和破坏形式,以及界限配筋率和正截面承载力;并结合我国混凝土结构设计规范对梁的正截面承载力计算公式进行了推导。 |