Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
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.
  • [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.
  • Relative Articles

    [1]XUE Hao, LIU Jinyang, LUO Zheng, XUE Jianyang, GE Hongpeng. Parameter Analysis on Damping Effect of a Novel Viscously-Damped Outrigger[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 189-193. doi: 10.13204/j.gyjzG21111515
    [2]ZHOU Yan-ling, CAO Da-fu, WANG Kun, GE Wen-jie, LIU Jia-qi. Analysis of Creep Effect of Prestressed Concrete Continuous Beam Bridge in Construction Process[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 101-107. doi: 10.13204/j.gyjzg21060914
    [3]QI Xingjun, YANG Xiaotian, WANG Shanshan, DING Xiaoyan, XIAO Zhiquan. FREQUENCY IDENTIFICATION OF CONTINUOUS GIRDER BRIDGES BASED ON VEHICLE-BRIDGE COUPLING VIBRATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 150-155. doi: 10.13204/j.gyjzG20061301
    [4]PENG Lingyun, YUAN Yongqiang, TANG Zhenyun, KANG Yingjie, YIN Yiwen, FANG Guowei. RESEARCH ON DAMPING PERFORMANCE OF SUSPENDED COAL BUCKET TMD FOR THERMAL POWER PLANT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 30-38. doi: 10.13204/j.gyjz202004006
    [8]Liu Yuxin, Yan Anzhi, Li Qingbo, Wu Xiaohui. THE CONTROL EFFECT ANALYSIS OF HIGH-RISE INDUSTRIAL GAS BUILDING IN THE COMBINED ACTION OF MULTIPLE TUNED MASS DAMPERS AND FLOW VISCOUS DAMPER UNDER EARTHQUAKE ACTIONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 62-66. doi: 10.13204/j.gyjz201504011
    [11]Yang Youfa, Chen Ya, Ling Ling, Li Shuai. STUDY OF SEISMIC MITIGATION EFFECT OF VISCOELASTIC FRAME STRUCTURE WITH SPECIAL-SHAPED COLUMNS CONNECTED WITH GROUND BY MULTIPLE-FLOOR IN MOUNTAIN REGION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 91-98. doi: 10.13204/j.gyjz2001411018
    [12]Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015
    [13]Yang Youfa, Zhang Jiangli, Feng Zhongjie. ANALYSIS ON SEMI-ACTIVE CONTROL OF SEISMIC RESPONSES OF ADJACENT STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 1-5,37. doi: 10.13204/j.gyjz201104001
    [14]Sun Jinkun, Cheng Min, He Xin, Guo Xiaokang. VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 66-70. doi: 10.13204/j.gyjz201105016
    [15]Han Jun, Li Yingmin, Liu Liping, LüHui. NUMERICAL ANALYSIS ON THE DAMPING EFFECT OF STRUCTURE WITH TUNED LIQUID DAMPERS SUBJECTED TO SEISMIC EXCITATIONS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 55-59,74. doi: 10.13204/j.gyjz201004013
    [16]Qin Xiangjun, Zhang Xunan, Wang Qianqian, Liu Rui. RESEARCH ON ACTIVE CONTROL OF MEGA-SUB CONTROLLED STRUCTURE BASED ON LQR ALGORITHM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 65-69. doi: 10.13204/j.gyjz200906016
    [17]Tan Ping, Zhou Fulin, Yan Weiming. SEMIACTIVE CONTROL FOR COUPLED BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 23-29. doi: 10.13204/j.gyjz200807006
    [18]Yan Jiansong, Tong Genshu. ROTATIONAL RESTRAINTS OF TAPERED BEAMS TO COLUMNS IN NON-SWAY BUCKLING FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 94-96. doi: 10.13204/j.gyjz200509026
  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-030123456
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 6.0 %FULLTEXT: 6.0 %META: 94.0 %META: 94.0 %FULLTEXTMETA
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 15.0 %其他: 15.0 %其他: 0.8 %其他: 0.8 %Secaucus: 0.8 %Secaucus: 0.8 %Spain: 0.8 %Spain: 0.8 %上海: 2.3 %上海: 2.3 %信阳: 0.8 %信阳: 0.8 %北京: 5.3 %北京: 5.3 %南京: 2.3 %南京: 2.3 %南宁: 0.8 %南宁: 0.8 %台州: 0.8 %台州: 0.8 %吉林: 0.8 %吉林: 0.8 %唐山: 1.5 %唐山: 1.5 %大连: 1.5 %大连: 1.5 %广元: 0.8 %广元: 0.8 %张家口: 5.3 %张家口: 5.3 %无锡: 0.8 %无锡: 0.8 %晋城: 0.8 %晋城: 0.8 %朝阳: 1.5 %朝阳: 1.5 %杭州: 3.8 %杭州: 3.8 %格兰特县: 0.8 %格兰特县: 0.8 %武汉: 1.5 %武汉: 1.5 %深圳: 0.8 %深圳: 0.8 %漯河: 3.8 %漯河: 3.8 %珠海: 0.8 %珠海: 0.8 %石家庄: 0.8 %石家庄: 0.8 %芒廷维尤: 9.8 %芒廷维尤: 9.8 %芝加哥: 3.8 %芝加哥: 3.8 %苏州: 0.8 %苏州: 0.8 %茂名: 0.8 %茂名: 0.8 %莆田: 0.8 %莆田: 0.8 %衢州: 1.5 %衢州: 1.5 %西宁: 22.6 %西宁: 22.6 %西雅图: 1.5 %西雅图: 1.5 %运城: 2.3 %运城: 2.3 %郑州: 0.8 %郑州: 0.8 %重庆: 0.8 %重庆: 0.8 %鹤岗: 0.8 %鹤岗: 0.8 %其他其他SecaucusSpain上海信阳北京南京南宁台州吉林唐山大连广元张家口无锡晋城朝阳杭州格兰特县武汉深圳漯河珠海石家庄芒廷维尤芝加哥苏州茂名莆田衢州西宁西雅图运城郑州重庆鹤岗

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (150) PDF downloads(5) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return