钢筋上焊接锚固板半灌浆套筒力学性能有限元分析

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发布时间：2020-01-06 00:00:00

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钢筋上焊接锚固板半灌浆套筒力学性能有限元分析

Finite Element Analysis of Mechanical Properties of Semi-grouting Sleeve for Welded Anchorage Plate on Steel Bar

2022年第10期

半灌浆套筒；有限元；单调拉伸；带锚固板钢筋

Semi-grouting sleeve; Finite element; Monotonic tensile; Steel bar with anchor plate

2022年第10期

10.19761/j.1000-4637.2022.10.074.04

孙志远1，陈权1，夏文传1，姚兵2，刘建2

1.兰州交通大学土木工程学院，甘肃兰州 730070；2.中建七局交通建设有限公司，河南郑州450004

孙志远1，陈权1，夏文传1，姚兵2，刘建2

孙志远,陈权,夏文传,等.钢筋上焊接锚固板半灌浆套筒力学性能有限元分析[J].混凝土与水泥制品,2022(10):74-77.

SUN Z Y,CHEN Q,XIA W C,et al.Finite Element Analysis of Mechanical Properties of Semi-grouting Sleeve for Welded Anchorage Plate on Steel Bar[J].China Concrete and Cement Products,2022(10):74-77.

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摘要：为了减小装配式结构连接用半灌浆套筒破坏时的变形，提出了一种改进的半灌浆套筒，即在钢筋上焊接锚固板，以增加灌浆料与钢筋的机械咬合力。基于已有的半灌浆套筒单调拉伸试验，利用Midas FEA NX有限元软件进行模拟。结果表明：采用混凝土本构模型可以很好地模拟灌浆料的本构模型；半灌浆套筒的破坏状态、模拟结果与试验结果基本吻合，说明所建立的有限元模型是可行的；锚固板的使用不能提高套筒的抗拉强度，但可以大幅提高套筒的整体刚度，提高幅度为8%~10%。 Abstract: In order to reduce the deformation of the semi-grouting sleeve used for the connection of prefabricated structures, an improved semi-grouting sleeve was put forward, in which the anchor plate was welded on the steel bar to increase the mechanical occlusal force between the grouting sleeve and the steel bar. Based on the existing monotonic tensile test of the semi-grouting sleeve, the simulation was carried out using Midas FEA NX finite element software. The results show that the constitutive model of the grouting material can be well simulated by the concrete constitutive model. The failure state of semi-grouting sleeve and the simulation results are basically consistent with the test results, indicating that the finite element model established is feasible. The use of the anchor plate cannot improve the tensile strength of the grouting sleeve, but can greatly improve the overall stiffness of the sleeve by 8% to 10%.

英文名 : Finite Element Analysis of Mechanical Properties of Semi-grouting Sleeve for Welded Anchorage Plate on Steel Bar

刊期 : 2022年第10期

关键词 : 半灌浆套筒；有限元；单调拉伸；带锚固板钢筋

Key words : Semi-grouting sleeve; Finite element; Monotonic tensile; Steel bar with anchor plate

刊期 : 2022年第10期

DOI : 10.19761/j.1000-4637.2022.10.074.04

文章编号 :

基金项目 :

作者 : 孙志远1，陈权1，夏文传1，姚兵2，刘建2

单位 : 1.兰州交通大学土木工程学院，甘肃兰州 730070；2.中建七局交通建设有限公司，河南郑州450004

孙志远1，陈权1，夏文传1，姚兵2，刘建2

孙志远,陈权,夏文传,等.钢筋上焊接锚固板半灌浆套筒力学性能有限元分析[J].混凝土与水泥制品,2022(10):74-77.

SUN Z Y,CHEN Q,XIA W C,et al.Finite Element Analysis of Mechanical Properties of Semi-grouting Sleeve for Welded Anchorage Plate on Steel Bar[J].China Concrete and Cement Products,2022(10):74-77.

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摘要

参数

结论

参考文献

引用本文

Abstract: In order to reduce the deformation of the semi-grouting sleeve used for the connection of prefabricated structures, an improved semi-grouting sleeve was put forward, in which the anchor plate was welded on the steel bar to increase the mechanical occlusal force between the grouting sleeve and the steel bar. Based on the existing monotonic tensile test of the semi-grouting sleeve, the simulation was carried out using Midas FEA NX finite element software. The results show that the constitutive model of the grouting material can be well simulated by the concrete constitutive model. The failure state of semi-grouting sleeve and the simulation results are basically consistent with the test results, indicating that the finite element model established is feasible. The use of the anchor plate cannot improve the tensile strength of the grouting sleeve, but can greatly improve the overall stiffness of the sleeve by 8% to 10%.

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[1] 肖博仁,邱志旭,朱江,等.灌浆套筒研究现状综述[C]//天津大学,天津市钢结构学会.第二十届全国现代结构工程学术研讨会.石家庄:石家庄铁道大学,2020:333-339.
[2] ALIAS A,ZUBIR M A,SHAHID K A,et al.Structural Performance of Grouted Sleeve Connectors with and Without Tran-sverse Reinforcement for Precast Concrete Structure [J].Procedia Engineering,2013,53:116-123.
[3] SEO S Y,NAM B R,KIM S K.Tensile Strength of the Grout-filled Head-splice-sleeve[J].Construction and Building Materials,2016,124:155-166.
[4] LING J H,RAHMAN A B,IBRAHIM I S,et al.Behaviour of Grouted Pipe Splice Under Incremental Tensile Load[J].Construction and Building Materials,2012,33:90-98.
[5] LING J H,RAHMAN A B,IBRAHIM I S.Feasibility Study of Grouted Splice Connector Under Tensile Load[J].Construction and Building Materials,2014,50:530-539.
[6] 陈建伟,王占文,鞠士龙,等.半灌浆套筒钢筋偏心连接受拉性能试验研究与数值模拟[J].建筑结构学报,2020,41(S2):160-171.
[7] 陈建伟,王占文,鞠士龙,等.考虑水泥浆涂层影响的钢筋半灌浆钢制套筒连接性能试验研究[J].建筑结构,2020,50(22):39-44.
[8] 王东辉,柳旭东,刘英亮,等.水泥灌浆料套筒连接接头拉伸极限承载力试验研究[J].建筑结构,2015,45(6):21-23,29.
[9] 吴广彬,李智斌,王依群,等.带锚固板钢筋机械锚固强度的拉拔试验研究[J].建筑科学,2010,26(5):1-5.
[10] 中华人民共和国住房和城乡建设部.钢筋连接用灌浆套筒:JG/T 398—2019[S].北京:中国标准出版社,2019.
[11] 中华人民共和国住房和城乡建设部.钢筋连接用套筒灌浆料:JG/T 408—2019[S].北京:中国标准出版社,2019.
[12] 张丽华,刘洋,刘敏敏,等.钢筋套筒灌浆接头抗拉性能影响因素试验研究[J].安全与环境学报,2020,20(2):463-472.
[13] 中华人民共和国住房和城乡建设部.混凝土结构设计规范(2015年版):GB 50010—2010[S].北京:中国建筑工业出版社,2010.

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钢筋上焊接锚固板半灌浆套筒力学性能有限元分析

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