| 新型FRP筋混凝土受弯梁正截面承载力设计 |
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| 引用本文： | 张玉成,徐德新.新型FRP筋混凝土受弯梁正截面承载力设计[J].建筑技术开发,2004(10). |
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| 作者姓名： | 张玉成 徐德新 |
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| 作者单位： | 武汉大学土木建筑工程学院，武汉大学土木建筑工程学院 430072，湖北德盛结构工程加固有限公司，430071，430072，湖北德盛结构工程加固有限公司，430071 |
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| 摘 要： | 根据FRP筋的力学特性 ,结合钢筋混凝土受弯构件的基本理论 ,对新型FRP筋混凝土受弯梁正截面承载力设计进行了研究和分析 ,并用具体算例与试验结果进行了比较 ,为今后进一步研究和设计FRP筋受弯结构提供了参考
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| 关 键 词： | 纤维增强塑料(FRP)筋 受弯梁 承载力设计 |
DESIGN PROCESS OF FRONT SECTIONAL BEARING CAPACITY OF CONCRETE BEAMS IN BENDING REINFORCED WITH FRP BARS |
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| Zhang Yu-cheng,Xu De-xin.DESIGN PROCESS OF FRONT SECTIONAL BEARING CAPACITY OF CONCRETE BEAMS IN BENDING REINFORCED WITH FRP BARS[J].Building Technique Development,2004(10). |
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| Authors: | Zhang Yu-cheng Xu De-xin |
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| Affiliation: | Zhang Yu-cheng Xu De-xin |
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| Abstract: | This paper studies and analyze the design process of front sectional bearing capacity of concrete beams in bending reinforced with FRP bars on the basis of the mechanical behaviour of the FRP bars and the basic theory on concrete members in bending reinforced with steel bars.This proposed process is validated by comparing calculation data with experimental results,which may give reference to design and research of members in bending reinforced with FRP bars in the future. |
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| Keywords: | Fiber reinforced plastics(FRP) bars Beam in bending Design of bearing capacity |
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