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Volume 50 Issue 1
Jan.  2020
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2020  >  50(1): 125-129,141
WANG, Bowen, LIU, Yang. ANALYSIS OF BOND PROPERTIES DEGRADATION OF REINFORCED CONCRETE MEMBERS UNDER COUPLING ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 125-129,141. doi: 10.13204/j.gyjz202001020
Citation: WANG, Bowen, LIU, Yang. ANALYSIS OF BOND PROPERTIES DEGRADATION OF REINFORCED CONCRETE MEMBERS UNDER COUPLING ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 125-129,141. doi: 10.13204/j.gyjz202001020
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ANALYSIS OF BOND PROPERTIES DEGRADATION OF REINFORCED CONCRETE MEMBERS UNDER COUPLING ACTION

doi: 10.13204/j.gyjz202001020

  • 1. School of Civil Engineering, Changsha University of Science & Technology, Changsha 410114, China;

  • 2. Key Laboratory for Safety Control of Bridge Engineering, Ministry of Education and Hunan Province, Changsha 410114, China

  • Received Date: 2019-07-25
    Abstract
  • At present, the research factors for the bond properties of reinforced concrete structures are relatively simple,and the coupling effect of various environmental factors is not considered,which is still quite different from the actual service environment of reinforced concrete structure. From the point of view that considering the interaction of fatigue and corrosion, a group of reinforced concrete specimens were designed and divided into three test groups: fatigue test group, corrosion test group and coupling test group.Through the test results, the bond properties degradation law, failure characteristics and slipping trend of the reinforced concrete under the coupling and single factor effects were analyzed.The experimental results showed that the coupling effect on the bond properties was more remarkable than that of the effect of single factor;with the deepening of the environmental impact, the bond properties decreased and the failure mode changed; the fracture occurred in a small number of steel bars after being subjected to coupling action, the fundamental reason was that there was "amplification effect" between the two influencing factors.
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    • References(26)
  • AUYEUNG Y B,BALAGURU P, CHUNG L.Bond Behavior of Corroded Reinforcement Bars[J].ACI Materials Journal,2000,97(2):3-4.
    张伟平,张誉.锈胀开裂后钢筋混凝土粘结滑移本构关系研究[J].土木工程学报,2001,34(5):40-44.
    吴庆,袁迎曙,蒋建华,等,锈蚀钢筋与混凝土粘结机理试验研究[J].中国矿业大学学报,2009,38(5):685-691.
    LEE H S, NOGUCHIB T, TOMOSAWA F. Evaluation of the Bond Properties Between Concrete and Reinforcement as a Function of the Degree of Reinforcement Corrosion[J].Cement and Concrete Research,2002,32:1313-1318.
    ASSIOS T P, YANNOPULOS P J.Analytcal Studies on Reinforced Concrete Members Under Cyclic Loading Based on Bond Stress-Slip Relationships[J].ACI Journal Proceedings, 1981, 78(3):206-216.
    SOMAYAJI S, SHAH S P. Bond Stress Versusslip Relationship and Cracking Response of Tension Members[J]. ACI Journal Proceedings, 1981,78(3):217-224.
    NILSON A H. Internal Measurement of Bond Slip[J].ACI Journal Proceedings, 1972,69(7):439-441.
    MIRZA S M, HOUDE J.Study of Bond Stress-Slip Relationships in Reinforced Concrete[J].ACI Journal Proceedings,1979,76(1):19-46.
    金伟良,赵羽习.随不同位置变化的钢筋与混凝土的粘结本构关系[J].浙江大学学报(工学版),2002,36(1):1-6.
    赵羽习,金伟良.钢筋与混凝土结构本构关系的试验研究[J].建筑结构学报,2002,23(1):32-37.
    郑晓燕,吴胜兴.动荷载下锈蚀钢筋混凝土粘结滑移特性的试验研究[J].土木工程学报,2006,39(6):42-46.
    易伟建,赵新.持续荷载作用下钢筋锈蚀对混凝土梁工作性能的影响[J].土木工程学报,2006,39(1):7-12.
    贡金鑫,王海超,李金波.腐蚀环境中荷载作用对钢筋混凝土梁腐蚀的影响[J].东南大学学报(自然科学版),2005,35(3):421-426.
    罗小勇,梁岩,张艳芳.重复拉伸荷载下锈蚀钢筋力学性能及本构关系研究[J].湖南大学学报(自然科学版),2014,41(11):81-86.
    林红威,赵羽习.变形钢筋与混凝土粘结性能研究综述[J].建筑结构学报,2019,40(1):11-21.
    缪昌文,顾祥林,张伟平,等.环境作用下混凝土结构性能演化与控制研究进展[J].建筑结构学报,2019,40(1):1-10.
    付传清,何家豪,金贤玉,等.带横向荷载裂缝钢筋混凝土梁的钢筋锈蚀形态研究[J].建筑结构学报,2019,40(1):123-131.
    何世钦,贡金鑫.钢筋混凝土梁中锈蚀钢筋粘结性能的试验研究[J].哈尔滨工业大学学报,2006,38(12):2168-2170.
    周彬彬,顾祥林,张伟平.海洋大气环境下钢筋混凝土梁可预期寿命设计方法[J].建筑结构学报,2019,40(1):82-87.
    叶志文,顾祥林,张伟平.海洋大气环境下钢筋混凝土梁的时变性能[J].建筑结构学报,2019,40(1):74-81.
    吴瑾,王晨霞,徐贾,等.疲劳荷载下锈蚀钢筋混凝土梁弯曲性能试验研究[J].土木工程学报,2012,45(10):118-124.
    孙俊祖,黄侨,任远.疲劳加载下锈蚀钢筋混凝土梁抗弯刚度的试验研究[J].华南理工大学学学报(自然科学版),2015,43(8):113-118.
    杨晓明,陈永林,李富斋,等.往复荷载作用后锈蚀钢筋混凝土梁承载力数值模拟[J].公路交通科技,2015,32(5):81-87.
    梁岩,罗小勇,刘攀.锈蚀钢筋混凝土构件反复荷载下性能退化研究[J].防灾减灾工程学报,2014,34(4):472-478.
    王雪松,金贤玉,金南国,等.荷载作用下开裂钢筋混凝土梁锈胀开裂模式及锈蚀分布研究[J].建筑结构学报,2013,34(11):151-157.
    邢国华,张亚兰,牛荻涛.锈蚀钢筋混凝土梁斜截面受剪承载力计算[J].防灾减灾工程学报,2017,37(6):1008-1015.
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