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体外预应力FRP筋混凝土梁承载力计算
The Ultimate Strength of External Pre-stressed Concrete Beam with FRP Tendons
【摘要】 纤维增强塑料(FRP)作为一种新型高性能的结构材料,具有轻质、高强和抗腐蚀等特点,在土木工程中是一种具有发展前景的新型预应力筋用材。采用应变折减的方法推导了体外预应力FRP筋混凝土梁承载力的计算方法,并将计算结果与试验数据进行了对比。研究结果表明本文推导的计算方法可以作为体外预应力FRP筋混凝土梁承载力的计算公式。
【Abstract】 As a new structural material,FRP(fiber reinforced plastics) features light weight,high strength,corrosion resistance,etc.,and have a bright future when used for a new type of pre-stressing tendon in engineering structures.How to calculate the ultimate strength of external pre-stressed concrete beam with FRP tendons by means of strain reduction is introduced.Comparing with the test data,it indicates that satisfactory results may be obtained using the presented method.
【关键词】 体外预应力混凝土梁;
FRP筋;
承载力;
【Key words】 external pre-stressed concrete beam FRP tendons ultimate strength;
【Key words】 external pre-stressed concrete beam FRP tendons ultimate strength;
【基金】 国家自然科学基金重点项目(50838001)资助
- 【文献出处】 科学技术与工程 ,Science Technology and Engineering , 编辑部邮箱 ,2011年09期
- 【分类号】TU375.1
- 【被引频次】2
- 【下载频次】173