海水海砂再生混凝土与玻璃纤维增强塑料筋黏结性能
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作者单位:

同济大学,同济大学,同济大学,同济大学

中图分类号:

TU377.9

基金项目:

国家杰出青年科学基金(51325802)


Bond Behavior Between Seawater Sea-sand Recycled Aggregate Concrete and Glass-Fiber-Reinforced Polymer Bars
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    摘要:

    采用标准立方体中心拔出试验,测试了不同组分及不同强度混凝土与玻璃纤维增强塑料(GFRP)带肋筋之间的黏结滑移性能.结果表明:再生粗骨料的使用降低了混凝土与GFRP筋之间的黏结强度,海水、海砂的使用对混凝土的黏结强度基本没有影响;不同组分混凝土与GFRP筋的黏结滑移曲线相似,无明显差别;与普通混凝土相似,海水海砂再生混凝土与GFRP筋的黏结强度随着混凝土的立方体抗压强度增加而增加.采用4种不同适用于GFRP筋的黏结滑移本构模型对试验数据进行了拟合,结果表明:4种模型均能较好地拟合本次试验曲线,其中,Malvar模型拟合程度最高.

    Abstract:

    The standard cube pullout tests were conducted to study the bond behavior between the ribbed glassfiberreinforced polymer (GFRP) bars and concrete made with different raw materials and different strengths. The results showed that the use of recycled coarse aggregate (RCA) decreased the bond strength while seawater seasand (SS) had nominal effect on that of concrete. Different concretes shared similar bond stressslip curve. Similar with natural aggregate concrete (NAC), the bond strength between seawater seasand recycled aggregate concrete (SSRAC) and the ribbed GFRP bars improved with the increase of compressive strength of concrete. Furthermore, four bond stressslip models were selected to fit the experimental curves and the results showed that all the four models fitted the experimental curves well and the model proposed by Malvar had the highest coefficient of determination.

    参考文献
    [1]LAM L, TENG J G. Design-oriented stress–strain model for FRP-confined concrete [J]. Construction Building Materials, 2003, 17(6–7):471-489.
    [2]滕锦光, 余涛, 戴建国,等. FRP在新建结构中应用的现状及机遇[C]// 全国建设工程FRP应用学术交流会. 2011.TENG Jinguang, YU Tao, DAI Jianguo, et al. The present situation and opportunity of FRP used in the new structures[C]// The academic communication of FRP application in construction engineering.2011.
    [3]TIGHIOUART B, BENMOKRANE B, GAO D. Investigation of bond concrete member with fiber reinforced polymer bars [J]. Construction and Building Materials, (12) (1998) 453-462.
    [4]郝庆多, 王勃, 欧进萍. FRP筋与混凝土的粘结性能 [J]. 建筑技术, 38 (1) (2007) 15-17.HAO Qingduo, WANG Bo, OU Jinping. Bonding Performance of FRP Steel Bar with Concrete[J]. Architecture Technology, 38 (1) (2007) 15-17.
    [5]XIAO J Z, QIANG C B, ANTONIO N, et al. Use of sea-sand and seawater in concrete construction: current status and future opportunities[J]. Construction and Building Materials.2017.
    [6]潘宇. FRP筋与混凝土粘结性能研究综述[C]//天津大学、天津市钢结构学会.第十六届全国现代结构工程学术研讨会论文集.天津大学,天津市钢结构学会.2016:11.PAN Yu. The overview of bonding performance of FRP rebars and concrete [C]// Tianjin University and The Sixteenth National Symposium on modern structural engineering. Tianjin University, Tianjin Institute of steel construction.2016:11.
    [7]彭义. GFRP筋拉拔模型试验及仿真分析[D].武汉:武汉科技大学,2014.PENG Yi. Model test and simulation analysis of GFRP steel bars [D]. Wuhan: Wuhan University of Science and Technology, 2014.
    [8]PARK R, PAULAY T. Reinforced Concrete Structures [M]. John Wiley Sons, 1975.
    [9]ACI Committee 318. Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02) [S]. American Concrete Institute, Detroit, 2002.
    [10]ELIGEHAUSEN R, POPOV E P, BERTERO V V. Local bond stress–slip relationship of deformed bars under generalized excitations[C]// UCB/EERC-83/23. Berkeley: Earthquake Engineering Research Center, University of California. 1983.
    [11]MALVAR J. Tensile and pond properties of GFRP reinforcing bars [J]. ACI Materials Journal, 92(3) (1995) 54-59.
    [12]COSENZA E, MANFREDI G, REALFONZO R. Behavior and modeling of bond of FRP rebars to concrete [J]. Journal of Composites for Construction, (1997) 40-51.
    [13]高丹盈,朱海堂,谢晶晶. 纤维增强塑料筋混凝土粘结滑移本构模型[J]. 工业建筑,2003,(07):41-43+82.GAO Danying, ZHU Haitang, XIE Jingjing. The constitutive models for bond slip relation between FRP rebars and concrete [J]. Industrial Building Press, 2003, (07):41-43+82.
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肖建庄,廖清香,张青天,强成兵,柳献.海水海砂再生混凝土与玻璃纤维增强塑料筋黏结性能[J].同济大学学报(自然科学版),2018,46(07):0884~0890

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  • 收稿日期:2017-09-21
  • 最后修改日期:2018-05-03
  • 录用日期:2018-03-04
  • 在线发布日期: 2018-08-08
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