The effect of ribbed reinforcing bars location on their bond with high-performance concrete

被引:19
|
作者
Dybel, P. [1 ]
Furtak, K. [2 ]
机构
[1] AGH Univ Sci & Technol, Dept Geomech Civil Engn & Geotech, PL-30059 Krakow, Poland
[2] Cracow Univ Technol, Dept Bldg Bridges & Tunnels, PL-31155 Krakow, Poland
关键词
Bond; Casting position; Anchorage length; High-performance concrete; Silica-fume; SILICA FUME; CASTING POSITION; STRENGTH;
D O I
10.1016/j.acme.2015.03.008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper deals with the effect of reinforcing bars location on high-performance concretere-bars bond. The results of research have proved that the increased distance of the reinforcement from the formwork bottom (a larger layer of concrete below the bar) decreases the bond. The physical bases of the phenomenon are related with a special form of bleeding in which process a portion of water is transported towards the upper surface of concrete mix. The modified microstructure and different mechanical properties of high-performance concrete result in the fact that the maximum bond differences between the area of "good" and "poor" bond conditions are much smaller than in normal concretes. Following the results of experimental research it can be stated that concrete-upper bars bond reduction quoted in standard guidelines is rather conservative. Therefore, it has been found advisable to determine new criteria of bond conditions assessment for high-performance concrete. (C) 2015 Politechnika Wroclawska. Published by Elsevier Sp. z o.o. All rights reserved.
引用
收藏
页码:1070 / 1077
页数:8
相关论文
共 50 条
  • [41] Bearing Angle Model for Bond of Reinforcing Bars in Concrete
    Choi, Oan Chul
    Choi, Hajin
    ACI STRUCTURAL JOURNAL, 2017, 114 (01) : 245 - 253
  • [42] Bond between high strength concrete with recycled coarse aggregate and reinforcing bars
    Kim, S. H.
    Lee, S. H.
    Lee, Y. T.
    Hong, S. U.
    MATERIALS RESEARCH INNOVATIONS, 2014, 18 : 278 - 285
  • [43] Bond performance between FRP bars and 3D-printed high-performance concrete
    Zeng, Jun-Jie
    Sun, Hou-Qi
    Deng, Run-Bin
    Yan, Zi-Tong
    Zhuge, Yan
    STRUCTURES, 2025, 73
  • [44] Influence of location of reinforcing bars on concrete fracture parameters
    Nanjing Hydraulic Research Institute, Nanjing 210029, China
    Shuili Xuebao, 2012, SUPPL.1 (46-51):
  • [45] Comparative bond study of stainless and high-chromium reinforcing bars in concrete
    Ahlborn, TM
    DenHartigh, TC
    DESIGN OF STRUCTURES 2003: BRIDGES, OTHER STRUCTURS, AND HYDRAULICS AND HYDROLOGY, 2003, (1845): : 88 - 95
  • [46] BOND STRENGTH TESTS FOR RIBBED BARS IN LIGHTWEIGHT AGGREGATE CONCRETE
    CLARKE, JL
    BIRJANDI, FK
    MAGAZINE OF CONCRETE RESEARCH, 1993, 45 (163) : 79 - 87
  • [47] COMPARATIVE BOND EFFICIENCY OF DEFORMED CONCRETE REINFORCING BARS
    CLARK, AP
    JOURNAL OF RESEARCH OF THE NATIONAL BUREAU OF STANDARDS, 1946, 37 (06): : 399 - +
  • [48] Effect of transverse reinforcement on bond strength of reinforcing bars in silica fume concrete
    Hamad, B.S.
    Machaka, M.F.
    Materials and Structures/Materiaux et Constructions, 1999, 32 (06): : 468 - 476
  • [49] Effect of Loading Rate on the Bond Capacity Between the Corroded Reinforcing Bars and Concrete
    Jin L.
    Zhang X.
    Guo L.
    Wu J.
    Du X.
    Cailiao Daobao/Materials Reports, 2024, 38 (08):
  • [50] Effect of transverse reinforcement on bond strength of reinforcing bars in silica fume concrete
    Hamad, BS
    Machaka, MF
    MATERIALS AND STRUCTURES, 1999, 32 (220) : 468 - 476