碳纤维-棱柱体预应力混凝土复合筋混凝土梁挠度的试验研究及计算方法

张鹏; 聂威; 邓宇; 屈建; 刘锋涛; 凌亚青; 姬帅

doi:10.13204/j.gyjz201312014

碳纤维-棱柱体预应力混凝土复合筋混凝土梁挠度的试验研究及计算方法

doi: 10.13204/j.gyjz201312014

1.
广西工学院土木建筑工程系,广西柳州 545006

基金项目:

国家自然科学基金项目(51168006,51108099);广西自然科学基金青年项目(2012GXNSFBA053159)

详细信息

作者简介:
张鹏，男，1967年出生，博士，教授。电子信箱:gxutzp@126.com

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- 文章访问数: 111
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- 被引次数: 0
出版历程
- 收稿日期: 2012-11-23
- 刊出日期: 2013-12-20

EXPERIMENTAL STUDY AND CALCULATION ON DEFLECTION OF THE NEW CFRP-PCPS CONCRETE BEAM

1.
Department of Civil Engineering and Architecture,Guangxi University of Technology,Liuzhou 545006,China

摘要

摘要: 对7根自行研制的碳纤维-棱柱体预应力混凝土复合筋(CFRP-PCPs复合筋)混凝土梁进行了关于挠度的试验研究。对比发现:CFRP-PCPs复合筋混凝土梁在各受力阶段的挠度均较普通预应力CFRP筋混凝土梁小;CFRP-PCPs复合筋混凝土梁的挠度与CFRP的张拉控制应力及复合筋的截面面积有关,随着复合筋预应力和面积的增大,构件的挠度有一定程度的减小。在考虑CFRP-PCPs复合筋等效原理的基础上,对我国现行《混凝土结构设计规范》中适用于预应力钢筋混凝土梁的短期刚度计算公式进行修正,提出了适合新型CFRP-PCPs混凝土梁的挠度建议计算公式,并应用建议公式对其中含CFRP-PCPs复合筋的5根试验梁的挠度进行计算。将计算值与试验值对比,结果吻合良好。
- CFRP-PCPs复合筋 /
- 挠度 /
- 计算 /
- 试验
Abstract: Deflection tests of seven self-developed new CFRP-PCPs composite reinforced concrete beams were carried out. It was found by comparison that the deflection of CFRP-PCPs composite reinforced concrete beams of all the forced stages was smaller than ordinary prestress CFRP reinforced concrete beams. The deflection of the CFRP-PCPs composite reinforced concrete beams was related to the tension control stress and the cross-sectional area of the composite bar. With the increase of composite prestress and the area，the deflection of the members decreased to some extent. Based on the principle of equivalence of CFRP-PCPs composite reinforcement，the formula of short-term stiffness which suitable for prestressed reinforced concrete beams inCode for Design of Concrete Structures was revised. A suggested formula was put forward which applies to the new type concrete beams of CFRP-PCPs，and the proposed formula was used to compare the five test beams with CFRP-PCPs composite bar. The result shows that the calculated values were accordance well with the experimental values.
- CFＲP-PCPs composite bar /
- deflection /
- calculation /
- test

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参考文献(9)

［1] 张鹏, 邓朗妮, 邓宇.FRP 筋混凝土梁的挠度计算方法［J].水利水电科技进展, 2010(4):14-16.

［2] ACI 4401R-2001 Guide for the Design and Construction ofConcrete Structure Reinforced with FRP Bars[S].

［3] 薛伟辰, 郑乔文, 杨雨.纤维塑料筋混凝土梁挠度的计算方法［J].水利学报, 2008(7):883-888.

［4] 张鹏.FRP 筋混凝土梁受力性能的试验研究及理论分析［D].南宁:广西大学, 2006.

［5] Rizkallan S.Partial Bonding and Partial Prestressing UsingStainless Steel Reinforcement for Members Prestressed with FRP［D].Kingston, Ontario, Canada: Department of CivilEngineering, Queen's University, 2000.

［6] Tung D P.Tendon Stress at Failure in Simply-Supported,Partially Prestressed,Partially Bonded Concrete Beams［D].Kingston,Ontario,Canada: Department of Civil Engineering,Queen's University, 1999.

［7] 陈瑛, 乔胚忠.CFRP-混凝土界面 4ENF 断裂试验研究［J].河海大学学报:自然科学版, 2009, 37(1):96-98.

［8] 陈达, 江朝华, 张玮, 等.玻璃纤维增强塑料(GFRP)筋混凝土梁斜截面受力性能［J].河海大学学报:自然科学版, 2009, 37(5):534-536.

［9] GB 500102012 混凝土结构设计规范［S]

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