中国科技核心期刊
RCCSE中国核心学术期刊
JST China收录期刊
中国建筑科学领域高质量科技期刊分级目录

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

钢筋与钢纤维混凝土的黏结性能研究进展

慕儒,  王倩,  杨书杰,  陈向上,  张磊,  卿龙邦

downloadPDF
文章导航 > 工业建筑  > 2024 >  54(3): 206-214
慕儒, 王倩, 杨书杰, 陈向上, 张磊, 卿龙邦. 钢筋与钢纤维混凝土的黏结性能研究进展[J]. 工业建筑, 2024, 54(3): 206-214. doi: 10.3724/j.gyjzG23060210
引用本文: 慕儒, 王倩, 杨书杰, 陈向上, 张磊, 卿龙邦. 钢筋与钢纤维混凝土的黏结性能研究进展[J]. 工业建筑, 2024, 54(3): 206-214. doi: 10.3724/j.gyjzG23060210
shu
MU Ru, WANG Qian, YANG Shujie, CHEN Xiangshang, ZHANG Lei, QING Longbang. Research Progress on Bonding Performance Between Rebars and Steel Fiber Reinforced Concrete[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 206-214. doi: 10.3724/j.gyjzG23060210
Citation: MU Ru, WANG Qian, YANG Shujie, CHEN Xiangshang, ZHANG Lei, QING Longbang. Research Progress on Bonding Performance Between Rebars and Steel Fiber Reinforced Concrete[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 206-214. doi: 10.3724/j.gyjzG23060210
shu

钢筋与钢纤维混凝土的黏结性能研究进展

doi: 10.3724/j.gyjzG23060210

  • 1. 河北工业大学土木与交通学院, 天津 300401;

  • 2. 河北省廊坊市霸州羽洲混凝土有限公司, 河北廊坊 065000;

  • 3. 河北省高速公路京雄筹建处, 河北保定 071000

基金项目: 

国家自然科学基金项目（52078180， 52178199）；河北省交通运输厅科技项目（JX-202018）。

详细信息
    作者简介:

    慕儒，男， 1971年出生，博士，教授级高级工程师，博士生导师，主要从事纤维混凝土、超高性能混凝土、混凝土耐久性等的研究。电子信箱： ru_mu@hotmail.com

Research Progress on Bonding Performance Between Rebars and Steel Fiber Reinforced Concrete

  • 1. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China;

  • 2. Hebei Langfang Bazhou Yuzhou Concrete Co., Ltd., Langfang 065000, China;

  • 3. Hebei Expressway Jingxiong Planning and Construction Office, Baoding 071000, China

    摘要
  • 摘要: 钢筋与混凝土间良好的黏结性能是钢筋混凝土构件正常工作的基础，对结构性能有显著影响。在混凝土中掺入钢纤维会显著提高混凝土的抗裂性和抗拉性能，从而可有效改善钢筋与混凝土的黏结性能。论述归纳了钢筋与钢纤维混凝土（SFRC）的黏结性能研究现状，包括黏结机理、黏结强度、黏结滑移模型三个方面。首先，通过黏结力组成、黏结破坏模式及钢纤维增强机理阐明了钢筋与SFRC间的黏结机理；其次，分析了不同中心拉拔试件和试验装置测试结果对结构设计的适用性，总结了钢筋与SFRC的黏结强度测试方法和影响因素，除了钢筋类型、混凝土强度、横向钢筋约束等因素，掺加钢纤维对黏结性能有重要影响；然后，归纳分析了黏结强度计算模型及黏结滑移本构关系，比较分析了各模型的适用性和优缺点；最后，建议了提高钢筋与SFRC黏结性能的方法。
    Abstract: The good bonding performance between rebars and concrete is the basis for the normal operation of reinforced concrete members and has a significant impact on the structural performance. The incorporation of steel fibers into concrete significantly improves the crack-resistant and tensile properties of concrete, thereby effectively improving the bonding properties between rebars and concrete. The research status of bonding performance between rebars and steel fiber reinforced concrete (SFRC) was summarized, including three aspects: bonding mechanism, bonding strength, and bond-slip models. Firstly, the bonding mechanism between rebars and SFRC was elucidated through the bonding force composition, bonding failure modes and steel fiber reinforcement mechanism; secondly, the applicability of the test results of different central pull-out specimens and test devices to the design of the structure were summarized, and the bonding strength test methods and influencing factors were analyzed, in addition to the types of rebars, concrete strength, transverse reinforcement restraint and other factors, the addition of steel fibers had an important influence on the bonding performance; then, the bonding strength calculation model and bond-slip constitutive relations were summarized and analyzed, and the applicability, advantages and disadvantages of each model were compared and analyzed. Finally, some methods and measures to improve the bonding performance of reinforcement and concrete were suggested.
    • HTML全文
    • 参考文献(71)
  • [1] GAO X, LI N, REN X. Analytic solution for the bond stress-slip relationship between rebar and concrete[J]. Construction and Building Materials, 2019, 197:385-397.
    [2] KETIYOT R, HANSAPINYO C, CHARATPANGOON B. Nonlinear strut-and-tie model with bond-slip effect for analysis of RC beam-column joints under lateral loading[J]. International Journal of Geomate, 2018, 15(47):81-88.
    [3] ALFARAH B, MURCIA-DELSO J, LÓPEZ-ALMANSA F, et al. RC structures cyclic behavior simulation with a model integrating plasticity, damage, and bond-slip[J]. Earthquake Engineering&Structural Dynamics, 2018, 47(2):460-478.
    [4] American Concrete Institute (ACI) Committee. Bond and development of straight reinforcing bars in tension:ACI 408R-03[S]. ACI:Farmington Hills, MI, USA, 2003.
    [5] 陕亮.钢-聚丙烯混杂纤维高强混凝土与变形钢筋黏结性能研究[D].武汉:武汉大学, 2016.
    [6] GALI S, SUBRAMANIAM K V L. Improvements in fracture behavior and shear capacity of fiber reinforced normal and selfconsolidating concrete:A comparative study[J]. Construction and Building Materials, 2018, 189:205-217.
    [7] KIM B, DOH J H, YI C K, et al. Effects of structural fibers on bonding mechanism changes in interface between GFRP bar and concrete[J]. Composites Part B:Engineering, 2013, 45(1):768-779.
    [8] ZHANG X, ZHANG W, CAO C, et al. Positive effects of aligned steel fiber on bond behavior between steel rebar and concrete[J/OL]. Cement and Concrete Composites, 2020, 114, 103828[2023-01-01]. https://doi.org/10.1016/j.cemconcomp.2020.103828.
    [9] 高丹盈,陈刚,汤寄予,等.钢筋与钢纤维混凝土黏结强度计算方法研究[J].建筑结构学报, 2018, 39(9):149-157.
    [10] LI X, ZHANG J, LIU J, et al. Bond behavior of spiral ribbed ultra-high strength steel rebar embedded in plain and steel fiber reinforced high-strength concrete[J]. KSCE Journal of Civil Engineering, 2019, 23(10):4417-4430.
    [11] JANSSON A, LOFGREN I, LUNDGREN K, et al. Bond of reinforcement in self-compacting steel fiber reinforced concrete[J]. Magazine of Concrete Research, 2012, 64(7):617-630.
    [12] SULAIMAN M F, MA C K, APANDI N M, et al. A review on bond and anchorage of confined high-strength concrete[J]. Structures, 2017, 11:97-109.
    [13] 刘玲利.变形钢筋与钢纤维全轻混凝土黏结性能试验研究[D].郑州:华北水利水电大学, 2019.
    [14] 陈刚.钢筋钢纤维纳米混凝土黏结及梁受弯性能计算方法[D].郑州:郑州大学, 2017.
    [15] 徐锋.复杂应力状态下钢筋与混凝土的黏结性能[D].大连:大连理工大学, 2012.
    [16] ZHANG W, LEE D, LEE C, et al. Bond performance of SFRC considering random distributions of aggregates and steel fibers[J]. Construction and Building Materials, 2021, 291, 123304.
    [17] HOLSCHEMACHER K, WEIßE D. Bond of reinforcement in fiber reinforced concrete[C]//6th International RILEM Symposium on Fiber Reinforced Concretes. RILEM Publications SARL, 2004:349-358.
    [18] DE MELO F M C, DE JESUS CRUZ A C A, DE SOUZA NETTO L D, et al. Experimental study of bond between steel bars and hybrid fibers reinforced concrete[J/OL]. Construction and Building Materials, 2021, 275, 122176[2023-01-01]. https://doi.org/10.1016/j.conbuildmat.2020.122176.
    [19] WU K, CHEN F, LIN J F, et al. Experimental study on the interfacial bond strength and energy dissipation capacity of steel and steel fiber reinforced concrete (SSFRC) structures[J/OL]. Engineering Structures, 2021, 235, 112094[2023-01-01]. https://doi.org/10.1016/j.engstruct.2021.112094.
    [20] SHAN W C, LIU J P, DING Y, et al. Assessment of bond-slip behavior of hybrid fiber reinforced engineered cementitious composites (ECC) and deformed rebar via AE monitoring[J/OL]. Cement and Concrete Composites, 2021, 118, 103961[2023-01-01]. https://doi.org/10.1016/j.cemconcomp.2021.103961.
    [21] 高丹盈.钢纤维混凝土与钢筋的黏结强度[J].郑州工学院学报, 1990, 11(3):54-60.
    [22] HUANG L, CHI Y, XU L, et al. Local bond performance of rebar embedded in steel-polypropylene hybrid fiber reinforced concrete under monotonic and cyclic loading[J]. Construction and Building Materials, 2016, 103:77-92.
    [23] 王毅红,赵小琴,姚圣法,等.高强变肋钢筋与混凝土间黏结锚固性能梁式试验[J].重庆大学学报, 2020, 43(9):32-40.
    [24] SHARMA A, BOŠNJAK J, OŽBOLT J, et al. Numerical modeling of reinforcement pull-out and cover splitting in fire-exposed beam-end specimens[J]. Engineering Structures, 2016, 111(1):217-232.
    [25] 中华人民共和国住房和城乡建设部.混凝土物理力学性能试验方法标准:GB/T 50081-2019[S].北京:中国建筑工业出版社, 2019.
    [26] 中华人民共和国住房和城乡建设部.混凝土结构试验方法标准:GB/T 50152-2012[S].北京:中国建筑工业出版社, 2012.
    [27] RILEM. Technical Recommendations for the testing and use of construction materials[M]. London:CRC Press, 1994.
    [28] GARCIA-TAENGUA E, MARTÍ-VARGAS J R, SERNA P. Bond of reinforcing bars to steel fiber reinforced concrete[J]. Construction and Building Materials, 2016, 105:275-284.
    [29] NEMATZADEH M, SHAHMANSOURI A A, ZABIHI R. Innovative models for predicting post-fire bond behavior of steel rebar embedded in steel fiber reinforced rubberized concrete using soft computing methods[J]. Structures, 2021, 31:1141-1162.
    [30] WILLE K. Influence of fiber volume fraction and fiber orientation on the uniaxial tensile behavior of rebar-reinforced ultra-high performance concrete[J]. Fibers, 2019, 7:67-86.
    [31] CHEN Y X, YU J, YOUNAS H, et al. Experimental and numerical investigation on bond between steel rebar and high-strength StrainHardening Cementitious Composite (SHCC) under direct tension[J/OL]. Cement and Concrete Composites, 2020, 112[2023-01-01]. https://doi.org/10.1016/j.cemconcomp.2020.103666.
    [32] FEHLING E, LORENZ P, LEUTBECHER T. Experimental investigations on anchorage of rebars in UHPC[C]//Proceedings of Hipermat 20123rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials. Kassel, Germany, 2012:533-540.
    [33] CHEUNG A K F, LEUNG C K Y. Effective joining of pre-cast concrete slabs with self-compacting HSFRCC[J]. Journal of Advanced Concrete Technology, 2011, 9(1):41-49.
    [34] HAO Q, WANG Y, HE Z, et al. Bond strength of glass fiber reinforced polymer ribbed rebars in normal strength concrete[J]. Construction and Building Materials, 2009, 23(2):865-871.
    [35] XU S, NIE B, LI A. Bond properties for plain bars in frost-damaged concrete[J]. Magazine of Concrete Research, 2019, 71(18):975-988.
    [36] DING Y, MAO W H, WEI W, et al. Bond behavior and anchorage length of deformed bars in steel-polyethylene hybrid fiber engineered cementitious composites[J/OL]. Engineering Structures, 2022, 252, 113675[2023-01-01]. https://doi.org/10.1016/j.engstruct.2021.113675.
    [37] CHAO S H, NAAMAN A E, PARRA-MONTESINOS G J. Bond behavior of reinforcing bars in tensile strain-hardening fiber reinforced cement composites[J]. ACI Structural Journal, 2009, 106(6):897-906.
    [38] NZAMBI A K L L, OLIVEIRA D R C, OLIVEIRA A M, et al. Pull-out tests of ribbed steel reinforcing bars embedded in concrete with steel fibers[J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2021, 174(3):181-189.
    [39] FENG Q, WEI P, ZHAO K, et al. Experimental investigation of stirrup confinement effects on bond-slip responses for corner and middle bars[J/OL]. Construction and Building Materials, 2022, 314, 125629[2023-01-01]. https://doi.org/10.1016/j.conbuildmat.2021.125629.
    [40] WU K, ZHENG H, ZHAO J, et al. Experimental study on interfacial bond behavior and analysis of bond stress of steel and steel fiber reinforced concrete composite structure[J]. Structures, 2021, 30:156-165.
    [41] HUANG H, YUAN Y, ZHANG W, et al. Bond properties between GFRP bars and hybrid fiber-reinforced concrete containing three types of artificial fibers[J/OL]. Construction and Building Materials, 2020, 250, 118857[2023-01-01]. https://doi.org/10.1016/j.conbuildmat.2020.118857.
    [42] QI J N, CHENG Z, MA Z J, et al. Bond strength of reinforcing bars in ultra-high performance concrete:Experimental study and fiber matrix discrete model[J/OL]. Engineering Structures, 2021, 248, 113290[2023-01-01]. https://doi.org/10.1016/j.engstruct.2021. 113290.
    [43] WU L L, XU X, WANG H, et al. Experimental study on bond properties between GFRP bars and self-compacting concrete[J/OL]. Construction and Building Materials, 2022, 320, 126186[2023-01-01]. https://doi.org/10.1016/j.conbuildmat.2021.126186.
    [44] GÜNEYISI E, GESOĞLU M, İPEK S. Effect of steel fiber addition and aspect ratio on bond strength of cold-bonded fly ash lightweight aggregate concretes[J]. Construction and Building Materials, 2013, 47:358-365.
    [45] GAO K, LI Z, ZHANG J, et al. Experimental research on bond behavior between GFRP bars and stirrups-confined concrete[J]. Applied Sciences, 2019, 9(7), 1340.
    [46] ACI Committee. Building code requirements for structural concrete and commentary:ACI 318-08[S]. Farmington Hills:American Concrete Institute, 2008.
    [47] BAE B I, CHOI H K, CHOI C S. Bond stress between conventional reinforcement and steel fibre reinforced reactive powder concrete[J]. Construction and Building Materials, 2016, 112:825-835.
    [48] YAZICI S, AREL H S. The effect of steel fiber on the bond between concrete and deformed steel bar in SFRCs[J]. Construction and Building Materials, 2013, 40:299-305.
    [49] HUANG L, XU L, CHI Y, et al. Bond strength of deformed bar embedded in steel-polypropylene hybrid fiber reinforced concrete[J]. Construction and Building Materials, 2019, 218:176-192.
    [50] KANG S T, KIM J K. The relation between fiber orientation and tensile behavior in an Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRCC)[J]. Cement and Concrete Research, 2011, 41(10):1001-1014.
    [51] LI H, MU R, QING L B, et al. The influence of fiber orientation on bleeding of steel fiber reinforced cementitious composites[J]. Cement and Concrete Composites, 2018, 92:125-134.
    [52] HUANG H H, GAO X J, KHAYAT K H, et al. Influence of fiber alignment and length on flexural properties of UHPC[J/OL]. Construction and Building Materials, 2021, 290, 122863[2023-01-01]. https://doi.org/10.1016/j.conbuildmat.2021.122863.
    [53] MU R, DIAO C R, LIU H Q, et al. Design, preparation and mechanical properties of full-field aligned steel fiber reinforced cementitious composite[J/OL]. Construction and Building Materials, 2021, 272, 121631[2023-01-01]. https://doi.org/10.1016/j.conbuildmat.2020.121631.
    [54] ROY M, HOLLMANN C, WILLE K. Influence of volume fraction and orientation of fibers on the pullout behavior of reinforcement bar embedded in ultra high performance concrete[J]. Construction and Building Materials, 2017, 146:582-593.
    [55] SLISERIS J. Numerical analysis of reinforced concrete structures with oriented steel fibers and rebars[J]. Engineering Fracture Mechanics, 2018, 194:337-349.
    [56] ZHANG X H, HE F B, CHEN J, et al. Orientation of steel fibers in concrete attracted by magnetized rebar and its effects on bond behavior[J/OL]. Cement and Concrete Composites, 2023, 138, 104977[2023-01-01]. https://doi.org/10.1016/j.cemconcomp.2023.104977.
    [57] KE L, LIANG L M, FENG Z, et al. Bond performance of CFRP bars embedded in UHPFRC incorporating orientation and content of steel fibers[J/OL]. Journal of Building Engineering, 2023, 73, 106827[2023-01-01]. https://doi.org/10.1016/j.jobe.2023.106827.
    [58] ACI Committee. Building code requirements for structural concrete and commentary:ACI 318-14[S]. Farmington Hills:American Concrete Institute, 2014.
    [59] FIB. Model Code 2010-Final draft:Volume 1[M]. Lausanne, Switzerland:Ernst and Sohn, 2012.
    [60] Structural use of concrete, part 1, code of practice for design and construction:BS 8110[S]. British Standards Institution, 1997.
    [61] 唐九如,严永成,周起敬.钢纤维砼与变形钢筋黏结性能的试验研究[J].东南大学学报(自然科学版), 1990, 20(1):55-62.
    [62] TEPFERS R. Cracking of concrete cover along anchored deformed bars[J]. Magazine of Concrete Research, 1979, 31(106):3-12.
    [63] 邵卓民,沈文都,徐有邻.钢筋砼的锚固可靠度及锚固设计[J].建筑结构学报, 1987(4):36-49.
    [64] WU Y F, ZHAO X M. Unified bond stress-slip model for reinforced concrete[J]. Journal of Structural Engineering, 2013, 139(11):1951-1962.
    [65] COCCIA S, DI MAGGIO E, RINALDI Z. Bond slip model in cylindrical reinforced concrete elements confined with stirrups[J]. International Journal of Advanced Structural Engineering (IJASE), 2015, 7(4):365-375.
    [66] LIN H, ZHAO Y, OZBOLT J, et al. Analytical model for the bond stress-slip relationship of deformed bars in normal strength concrete[J]. Construction and Building Materials, 2019, 198:570-586.
    [67] 徐有邻.变形钢筋-混凝土粘结锚固性能的试验研究[D].北京:清华大学, 1990.
    [68] 中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社, 2010.
    [69] ELIGEHAUSEN R, POPOV E P, BERTERO V V. Local bond stress-slip relationships of deformed bars under generalized excitations[J]. Earthquake Engineering Research Center, 1983, 4:69-80.
    [70] CHU S H, KWAN A K H. A new bond model for reinforcing bars in steel fibre reinforced concrete[J/OL]. Cement and Concrete Composites, 2019, 104, 103405[2023-01-01]. https://doi.org/10.1016/j.cemconcomp.2019.103405.
    [71] HARAJLI M H. Bond stress-slip model for steel bars in unconfined or steel, FRC, or FRP confined concrete under cyclic loading[J]. Journal of Structural Engineering, 2009, 135:509-518.
    • 相关文章
    • 施引文献
  • 资源附件(0)
  • 加载中
WeChat 点击查看大图
计量
  • 文章访问数:  48
  • HTML全文浏览量:  5
  • PDF下载量:  1
  • 被引次数: 0
出版历程
  • 收稿日期:  2023-06-02
  • 网络出版日期:  2024-05-29

目录

    /

    返回文章
    返回

    期刊在线

    作者中心

    友情链接

    版权所有 ©《工业建筑》杂志社有限公司 京ICP备11033253号-1

    本系统由北京仁和汇智信息技术有限公司 设计开发   百度统计