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Glass Fiber Reinforced-Polymer (GFRP) Bar Reinforced Concrete Deck Slab: Strength and Serviceability

机译:玻璃纤维增​​强 - 聚合物(GFRP)钢筋混凝土甲板板:强度和可维护性

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摘要

This paper presents the study on GFRP bar reinforced concrete bridge deck that is designed as typical one-way concrete slab. Parametric study of deck thickness, girder spacing, and environmental reduction factor was performed, on the basis of requirements per ACI 440.1R-06 guideline, from which the results show that design of GFRP RC deck is controlled by the cracking serviceability but not the ultimate flexural moment.
机译:本文介绍了GFRP钢筋钢筋混凝土桥甲板的研究,设计为典型单向混凝土板。根据每ACI 440.1R-06指南的要求,对甲板厚度,梁间距和环境减少系数进行参数研究,结果表明,GFRP RC甲板的设计由开裂的可用性控制,但不是最终的弯曲力矩。

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