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Volume 51 Issue 10
Feb.  2022
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Article Contents
XIAO Qisheng, XIONG Xueyu. MESO-SCALE SIMULATIONS OF PULL-OUT TESTS FOR RETARDED BONDED TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 28-32,39. doi: 10.13204/j.gyjzg21061507
Citation: XIAO Qisheng, XIONG Xueyu. MESO-SCALE SIMULATIONS OF PULL-OUT TESTS FOR RETARDED BONDED TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 28-32,39. doi: 10.13204/j.gyjzg21061507

MESO-SCALE SIMULATIONS OF PULL-OUT TESTS FOR RETARDED BONDED TENDONS

doi: 10.13204/j.gyjzg21061507
  • Received Date: 2021-06-15
    Available Online: 2022-02-21
  • From the standpoint of the structures' mechanical properties, the biggest difference between the retarded-bonded prestressed system and the bonded/unbonded prestressed system stems from the difference in the bond relationship between tendons and concrete. Limited by the observation methods, the bond-slip relationship curves are mainly used to judge the bond behavior in pull-out tests. Compared with the test method, the numerical simulation method can quantitatively observe and extract the damage and fracture of the material during the bonding process. In this paper, the modified CZM model was used to simulate the bonding process between the retard-bonded prestressed tendons and concrete at meso-scale. The macro mechanical response and failure modes of simulation results could achieve good agreements with those of experimental results. Based on the extracted damage and crack propagation data during the bonding process, the nonlinear bonding behavior caused by the damage evolution and crack propagation was discussed.
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  • [1]
    中华人民共和国住房和城乡建设部.预应力混凝土结构设计规范:JGJ 369-2016[S].北京:中国建筑工业出版社, 2016.
    [2]
    WOODWARD R J, WILLIAMS F W.Collapse of Yns-y-Gwas Bridge, Glamorgan[J].Proceedings of the Institution of Civil Engineers, 1988, 84(4):635-669.
    [3]
    SOCIETY C.Durable Bonded Post-Tensioned Concrete Bridges[M].Berkshire:The Concrete Society, 1996.
    [4]
    施颖, 郑建群.从设计层面探讨预应力砼连续箱梁桥裂缝控制[J].重庆交通学院学报, 2005(4):15-20.
    [5]
    熊学玉, 肖启晟, 李晓峰.缓粘结预应力研究综述[J].建筑结构, 2018, 48(8):83-90.
    [6]
    CHEN F, LI C Q, BAJI H, et al.Quantification of Steel-Concrete Interface in Reinforced Concrete Using Backscattered Imaging Technique[J].Construction and Building Materials, 2018, 179(10):420-429.
    [7]
    SUZUKI T, OGATA H, TAKADA R, et al.Use of Acoustic Emission and X-Ray Computed Tomography for Damage Evaluation of Freeze-Thawed Concrete[J].Construction and Building Materials, 2010, 24(12):2347-2352.
    [8]
    JAKUBOVSKIS R, KAKLAUSKAS G.Bond-Stress and Bar-Strain Profiles in RC Tension Members Modelled via Finite Elements[J].Engineering Structures, 2019, 194:138-146.
    [9]
    吴转琴, 尚仁杰, 洪光, 等.缓粘结预应力钢绞线与混凝土粘结性能试验研究[J].建筑结构, 2013(2):68-70.
    [10]
    王占飞, 张子静, 谷亚新, 等.缓粘结预应力混凝土结构钢束粘结强度试验研究[J].公路交通科技(应用技术版), 2015, 11(7):195-197.
    [11]
    HILLERBORG A, MODÉER M, PETERSSON P.Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements[J].Cement and Concrete Research, 1976, 6(6):773-781.
    [12]
    梁诗雪, 李杰.基于两相随机介质的混凝土破坏全过程模拟[J].工程力学, 2018, 35(2):116-123.
    [13]
    TRAWIÑSKI W, TEJCHMAN J, BOBIÑSKI J.A Three-Dimensional Meso-Scale Modelling of Concrete Fracture, Based on Cohesive Elements and X-Ray μCT Images[J].Engineering Fracture Mechanics, 2018, 189:27-50.
    [14]
    YILMAZ O, MOLINARI J F.A Mesoscale Fracture Model for Concrete[J].Cement and Concrete Research, 2017, 97:84-94.
    [15]
    熊学玉, 肖启晟.基于内聚力模型的混凝土细观拉压统一数值模拟方法[J].水利学报, 2019, 50(4):448-462.
    [16]
    中华人民共和国住房和城乡建设部.缓粘结预应力钢绞线:JG/T 369-2012[S].北京:中国标准出版社, 2012.
    [17]
    中华人民共和国住房和城乡建设部.缓粘结预应力钢绞线专用粘合剂:JG/T 370-2012[S].北京:中国标准出版社, 2012.
    [18]
    XIONG X Y, XIAO Q S.Meso-Scale Simulation of Bond Behaviour Between Retarded-Bonded Tendons and Concrete[J].Engineering Structures, 2021, 228.DOI: 10.1016/j.engstruct.2020.111410.
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