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体内芳纶纤维筋梁受弯性能试验研究分析 被引量：2

Experimental Research on the Beams Reinforced by Aramid Fiber Polymers
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摘要 通过钢筋混凝土梁与芳纶纤维筋梁的弯曲试验现象和结果，探讨了芳纶纤维筋梁的正截面受力性能和破坏模式，分析了芳纶纤维筋配筋率对混凝土梁的裂缝宽度、挠度和承载力等的影响，为今后进一步研究和设计AFRP筋受弯构件提供了参考。 Based on flexural tests of concreted beams reinforced with AFBP bars and steel reinforced concrete beams, front sectional bearing capacity and failure model of concrete beams in bending reinforced with AFRP bars are studied. This paper reports in detail the influence of bars reinforcement ratio on the crack width, the deflection as well as the capacity of the beams, which may give reference and research of members in bending reinforced with AFRP bars in the future.
作者 李加贵 江世永 飞渭 曾祥蓉
机构地区 后勤工程学院军事建筑工程系
出处 《后勤工程学院学报》 2006年第3期5-8,共4页 Journal of Logistical Engineering University
关键词 芳纶纤维筋 梁 试验研究 试验分析 AFRP-bar beam experiment analysis
分类号 TU528.58 [建筑科学—建筑技术科学]
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参考文献8

二级参考文献11

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共引文献429

同被引文献25

  • 1王茂龙,朱浮声,金延.预应力FRP筋混凝土梁受弯性能试验研究[J].混凝土,2006(12):35-38. 被引量：8
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  • 10张慧勇.FRP筋新建混凝土梁受弯性能研究[D].长春:吉林建筑工程学院,2012.

引证文献2

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后勤工程学院学报
2006年 第3期

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