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
  • [31] Bond between ribbed bars and concrete. Part 2: The effect of corrosion
    Lundgren, K
    MAGAZINE OF CONCRETE RESEARCH, 2005, 57 (07) : 383 - 395
  • [32] Effect of increased concrete cover on bond efficiency of coated reinforcing bars
    Osifala, K.
    Akeju, T.
    AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2009, 10 (02) : 179 - 190
  • [33] Bond-Slip Relationships in High-Performance Concrete with Plain Steel Bars
    Dyba, Marcin
    Seruga, Andrzej
    ACI STRUCTURAL JOURNAL, 2024, 121 (01) : 159 - 170
  • [34] Bond behaviour of deformed reinforcing bars in ultra-high performance fibre reinforced concrete (UHPFRC)
    Huang, Yang
    Zhang, Rui
    Chen, Shiming
    Gu, Ping
    MAGAZINE OF CONCRETE RESEARCH, 2023, 75 (12) : 625 - 637
  • [35] High-performance aerogel concrete - Composite load-bearing behavior with GRP reinforcing bars
    Heidrich T.
    Welsch T.
    Beton- und Stahlbetonbau, 2023, 118 (06) : 384 - 395
  • [36] Tests to Evaluate the Bond Performance of Ribbed Reinforcing Bars which are used in the Slipform Construction Method.
    Stoeckl, Siegfried
    Schmidt-Throe, Gerfried
    Kluge, Klaus
    Beton- und Stahlbetonbau, 1986, 81 (11) : 287 - 291
  • [37] Bond of reinforcing bars to steel fiber reinforced concrete
    Garcia-Taengua, E.
    Marti-Vargas, J. R.
    Serna, P.
    CONSTRUCTION AND BUILDING MATERIALS, 2016, 105 : 275 - 284
  • [38] Bond behaviour of corroded reinforcing steel bars in concrete
    Fang, Congqi
    Lundgren, Karin
    Plos, Mario
    Gylltoft, Kent
    CEMENT AND CONCRETE RESEARCH, 2006, 36 (10) : 1931 - 1938
  • [39] Bond of naturally corroded, plain reinforcing bars in concrete
    Robuschi, Samanta
    Sumearll, Jakob
    Fernandez, Ignasi
    Lundgren, Karin
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2021, 17 (06) : 792 - 808
  • [40] BOND AND CREEP CHARACTERISTICS OF COATED REINFORCING BARS IN CONCRETE
    CLIFTON, JR
    MATHEY, RG
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1983, 80 (04): : 288 - 293