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玻璃纤维聚合物筋混凝土梁裂缝和挠度的特点及计算方法
引用本文:高丹盈,赵军,B.Brahim. 玻璃纤维聚合物筋混凝土梁裂缝和挠度的特点及计算方法[J]. 水利学报, 2001, 32(8): 0053-0059
作者姓名:高丹盈  赵军  B.Brahim
作者单位:1. 郑州大学,
2. 舍布茹克大学,
基金项目:国家自然科学基金资助项目(59978046).
摘    要:通过62根玻璃纤维聚合物筋混凝土梁和钢筋混凝土梁的弯曲试验,探讨了玻璃纤维聚合物筋混凝土梁的正截面受力性能。以这些试验结果为基础,本文重点分析了玻璃纤维聚合物筋类型、配筋率对裂缝间距、宽度以及梁挠度的影响,建议了适合于玻璃纤维聚合物筋混凝土梁特点的裂缝宽度和挠度的计算方法。

关 键 词:玻璃纤维聚合物筋(GFRP) 混凝土 梁 裂缝宽度 挠度
文章编号:0559-9350(2001)08-0053-06
修稿时间:2000-08-24

The characteristics of crack and deflection and its calculating method of concrete beam reinforced with glass fiber polymer bars
GAO Dan-ying,ZHAO Jun,B.Benmokrane. The characteristics of crack and deflection and its calculating method of concrete beam reinforced with glass fiber polymer bars[J]. Journal of Hydraulic Engineering, 2001, 32(8): 0053-0059
Authors:GAO Dan-ying  ZHAO Jun  B.Benmokrane
Affiliation:1.Zhengzhou University, China; 2.University of Sherbrooke,J1K 2R1,Canada
Abstract:The characteristics of concrete beams reinforced with glass fiber polymer bars were investigated experimentally.Based on these test results the effects of bar's type and reinforcement ratio on the crack spacing,crack width as well as the deflection of the beam are studied in detail.A method for calculating the crack width and deflection of this kind of beam is suggested.
Keywords:glass fiber reinforced polymerbar   concrete   beam   crack width   deflection
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