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LIGHTWEIGHT CONCRETE BRIDGE DECK PRECAST PANELS REINFORCED WITH GFRP BARS

机译:GFRP筋加固的轻质混凝土桥面预制板

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Precast lightweight concrete panels reinforced with Glass Fiber Reinforced Polymer (GFRP) bars are an ideal candidate for adoption in the construction of bridge decks using Accelerated Bridge Construction (ABC). ACI 440.1R guidelines do not provide guidance for the use of lightweight concrete with GFRP bars. Tests have been carried out to evaluate the performance of normal weight and lightweight concrete precast panels reinforced with GFRP bars. The ultimate load capacity of the panels was compared to one-way shear capacity specified in the ACI 440.1R guidelines. The reduction factor for shear specified in the ACI 318 building code for lightweight concrete was used to modify the capacity predicted by the ACI 440.1R guidelines for sand lightweight precast concrete panels. Normal weight concrete panels achieved 1.8 to 2.2 times the ACI 440 predicted capacity and lightweight concrete panels achieved 1.6 to 1.9 times the modified ACI 440 shear capacity.
机译:玻璃纤维增​​强聚合物(GFRP)钢筋增强的预制轻质混凝土面板是采用加速桥梁施工(ABC)建造桥面的理想选择。 ACI 440.1R指南未提供将轻质混凝土与GFRP筋结合使用的指南。已经进行了测试,以评估用GFRP筋加固的普通重量和轻质混凝土预制板的性能。将面板的极限载荷能力与ACI 440.1R指南中指定的单向剪切能力进行了比较。轻质混凝土的ACI 318建筑规范中指定的剪力减小因子用于修改ACI 440.1R指南中砂质轻质预制混凝土板所预测的承载能力。普通重量混凝土面板达到了ACI 440预测容量的1.8到2.2倍,轻质混凝土面板达到了ACI 440修改后的剪切容量的1.6到1.9倍。

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