中国科技核心期刊
中国建筑科学领域高质量科技期刊分级目录T2级期刊
RCCSE中国核心学术期刊
美国化学文摘社(CAS)数据库 收录期刊
日本JST China 收录期刊
世界期刊影响力指数(WJCI)报告 收录期刊

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

基于机器学习预测纤维增强聚合物(FRP)筋-混凝土黏结强度的研究

李华 古金本 陶毅

李华, 古金本, 陶毅. 基于机器学习预测纤维增强聚合物(FRP)筋-混凝土黏结强度的研究[J]. 工业建筑, 2025, 55(10): 102-114. doi: 10.3724/j.gyjzG25080202
引用本文: 李华, 古金本, 陶毅. 基于机器学习预测纤维增强聚合物(FRP)筋-混凝土黏结强度的研究[J]. 工业建筑, 2025, 55(10): 102-114. doi: 10.3724/j.gyjzG25080202
LI Hua, GU Jinben, TAO Yi. A Machine Learning-Based Method for Predicting Bond Strength Between FRP Bars and Concrete[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(10): 102-114. doi: 10.3724/j.gyjzG25080202
Citation: LI Hua, GU Jinben, TAO Yi. A Machine Learning-Based Method for Predicting Bond Strength Between FRP Bars and Concrete[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(10): 102-114. doi: 10.3724/j.gyjzG25080202

基于机器学习预测纤维增强聚合物(FRP)筋-混凝土黏结强度的研究

doi: 10.3724/j.gyjzG25080202
基金项目: 

西安市科学技术协会青年人才托举计划项目(959202413011);陕西省教育厅协同创新中心项目(21JY025);省级国有资本经营预算科技创新专项资金项目(2023012)。

详细信息
    作者简介:

    李华,硕士研究生,主要从事机器学习预测结构性能方面研究,lihua1111@xauat.edu.cn。

    通讯作者:

    陶毅,博士,教授,主要从事新材料及新材料结构方面研究,y.tao@xauat.edu.cn。

A Machine Learning-Based Method for Predicting Bond Strength Between FRP Bars and Concrete

  • 摘要: 对纤维增强聚合物(FRP)筋与混凝土的黏结强度进行了研究,通过整合16篇文献中的487组拉拔试验数据,构建了包含纤维类型、成型工艺、表面特性等12个输入变量的数据库。运用随机森林(RF)、极端梯度提升(XGBoost)、LightGBM等7种机器学习算法进行预测,分析并对比12个特征参数对黏结强度的影响机制。预测结果显示,混凝土抗压强度、FRP筋抗拉强度及弹性模量是FRP筋与混凝土黏结强度的关键影响因素,其中树模型整体表现优于非树模型,LightGBM算法兼具高精度与高效性。通过SHAP值分析发现,成型工艺(如肋纹)对黏结强度的影响权重超过纤维类型。基于LightGBM算法进一步对各参数的影响程度进行量化排序,确定了材料力学性能及FRP筋表面特性对黏结强度的影响较大。
  • [1] 叶佳淇,刘华新. FRP筋与混凝土粘结性能研究进展[J]. 佛山陶瓷,2025,35(2):4-6.
    [2] HOLLAWAY L C. A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties[J]. Construction and Building Materials,2010,24(12):2419-2445.
    [3] 蒋田勇,杨康培,喻晨宇,等. 基于SSA-XGBoost的FRP筋与多种类混凝土粘结强度预测模型研究[J/OL]. 工程力学,1-15[ 2025-03-24]. https://doi.org/10.6052/j.issn.1000-4750.2024.10.0775.
    [4] 康俊涛,胡聪,余泽川. 考虑筋肋参数耦合作用的螺旋肋FRP筋与混凝土粘结强度预测[J]. 武汉理工大学学报,2024,46(9):45-52.
    [5] SAQIB H,MUSAAD Z N K,HAMMAD A K. Bond performance of basalt FRP bar against aggressive environment in high-strength concrete with varying bar diameter and bond length[J]. Construction and Building Materials,2022,349,128779.
    [6] 齐爱朋. 机器学习在系统性学习中的应用探析[J]. 电脑知识与技术,2024,20(34):14-16.
    [7] 白晟渝. FRP筋-再生混凝土粘结性能试验研究[D]. 兰州:兰州交通大学. 2023.
    [8] 郝庆多,王言磊,侯吉林,等. GFRP带肋筋粘结性能试验研究[J]. 工程力学,2008(10):158-165.
    [9] MOHAMED F M F,SHEHAB ELDEEN A S A,WU Z S. Bar surface treatment effect on the bond-slip behavior and mechanism of basalt FRP bars embedded in concrete[J]. Construction and Building Materials,2021,289,122844.
    [10] LEE J Y,KIM T Y,KIM T J,et al. Interfacial bond strength of glass fiber reinforced polymer bars in high-strength concrete[J]. Composites Part B:Engineering,2008,39(2):258-270.
    [11] MARIA A A,MARIANOVELLA L,MARISA P. Bond performances of FRP rebars-reinforced concrete[J]. Journal of Materials in Civil Engineering,2007,19(3):205-213.
    [12] SANDOR S,GYÖRGY L B. Bond of FRP bars with different surface characteristics[J]. Construction and Building Materials,2020,264,119839.
    [13] ZHANG P,ZHANG S,GAO D,et al. Influence of rib parameters on mechanical properties and bond behavior in concrete of fiber-reinforced polymer rebar[J]. Advances in Structural Engineering,2021,24(1):196-208.
    [14] AHMED E R,MOHAMED-AMINE A,RADHOUANE M. Bond Performance of Basalt Fiber-Reinforced Polymer Bars to Concrete[J]. Journal of Composites for Construction,2015,19(3),04014050.
    [15] HARAJLI M,ABOUNIAJ M. Bond performance of GFRP bars in tension:experimental evaluation and assessment of ACI 440 guidelines[J]. Journal of Composites for Construction,2010,14(6):659-668.
    [16] JENNJFER L,HAMDY M A,HOSSEIN A,et al. Bond characteristics of glass-fibre-reinforced polymer bars in high-strength concrete[J]. Structures and Buildings,2022,175(10):748-764.
    [17] YAN F,LIN Z,ZHANG D,et al. Experimental study on bond durability of glass fiber reinforced polymer bars in concrete exposed to harsh environmental agents:Freeze-thaw cycles and alkaline-saline solution[J]. Composites Part B:Engineering,2017,116:406-421.
    [18] WEI W,LIU F,XIONG Z,et al. Effect of loading rates on bond behaviour between basalt fibre-reinforced polymer bars and concrete[J]. Construction and Building Materials,2020,231,117138.
    [19] MA G W,HUANG Y M,ASLANI F,et al. Tensile and bonding behaviours of hybridized BFRP-steel bars as concrete reinforcement[J]. Construction and Building Materials,2019,201:62-71.
    [20] 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.
    [21] 高嘉琪. 不同表面特性FRP筋与海水海砂混凝土粘结性能试验研究[D]. 大连:大连理工大学,2022.
    [22] 范小春,郭浩宇,张澳,等. BFRP筋与混杂钢纤维超高性能混凝土粘结性能分析[J]. 河海大学学报(自然科学版),2025,53(5):154-161.
    [23] Am Concr Inst. Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer(FRP)bars:ACI 440.1R-15[S]. Farmington Hills MI:Am Concr Inst,2015.
    [24] LI P,JIN L,ZHANG R,et al. Static bond performance between BFRP bars and concrete with stirrup confinement:a refined modelling[J]. Eng Struct,2022,262,114379.
    [25] NEPOMUCENO E,SENA-CRUZ J,CORREIA L,et al. Review on the bond behavior and durability of FRP bars to concrete[J]. Constr Build Mater,2021,287,123042.
    [26] DIAB A,ELYAMANY H E,HUSSEIN M,et al. Bond behavior and assessment of design ultimate bond stress of normal and high strength concrete[J]. Alexandria Engineering Journal,2014,53:355-371.
  • 加载中
计量
  • 文章访问数:  15
  • HTML全文浏览量:  5
  • PDF下载量:  0
  • 被引次数: 0
出版历程
  • 收稿日期:  2025-08-02
  • 刊出日期:  2025-10-31

目录

    /

    返回文章
    返回