Bond strength tests on deformed reinforcement in normal weight concrete

被引:0
|
作者
P. R. Walker
M. K. Batayneh
P. E. Regan
机构
[1] Oxford Brookes University,School of Construction & Earth Sciences
[2] Dari Construction,School of Architecture & Engineering
[3] University of Westminster,undefined
来源
Materials and Structures | 1997年 / 30卷
关键词
Bond Strength; Lateral Pressure; Concrete Cover; Bond Stress; Bond Ratio;
D O I
暂无
中图分类号
学科分类号
摘要
The primary aim of the research which is described in this paper was to investigate the effect of lateral pressure on the bond strength of deformed reinforcement set in normal weight concrete. A large number of tests was undertaken in which the main variables affecting bond strength were investigated. These included concrete strength, reinforcing bar diameter, concrete cover, lateral pressure, position of casting and bar spacing. A brief review of the small number of earlier investigations involving lateral pressures is provided. The paper provides details of the test specimens, the test apparatus and procedure, as well as typical results selected from approximately three hundred results. It draws conclusions on the appropriateness of the test method and the effects of the variables on the bond stress ratio and on bond strength.
引用
收藏
页码:424 / 429
页数:5
相关论文
共 50 条
  • [21] Improvement of Torsional Resistance From Bond Strength and Reinforcement Indexes in Fibrous Normal Strength Concrete Beams
    Karim, F. R.
    Abu Bakar, B. H.
    Kok Keong, Choong
    Aziz, Q. Q.
    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE'17): SUSTAINABLE TECHNOLOGY AND PRACTICE FOR INFRASTRUCTURE AND COMMUNITY RESILIENCE, 2017, 1892
  • [22] Bond over direct support of deformed rebars in normal and high strength concrete with and without fibers
    Dancygier, Avraham N.
    Katz, Amnon
    MATERIALS AND STRUCTURES, 2012, 45 (1-2) : 265 - 275
  • [23] Bond over direct support of deformed rebars in normal and high strength concrete with and without fibers
    Avraham N. Dancygier
    Amnon Katz
    Materials and Structures, 2012, 45 : 265 - 275
  • [24] Analytical model for the bond stress-slip relationship of deformed bars in normal strength concrete
    Lin, Hongwei
    Zhao, Yuxi
    Ozbolt, Josko
    Feng, Peng
    Jiang, Cheng
    Eligehausen, Rolf
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 198 : 570 - 586
  • [25] Improving the bond strength of concrete to reinforcement by adding methylcellulose to concrete
    Fu, XL
    Chung, DDL
    ACI MATERIALS JOURNAL, 1998, 95 (05) : 601 - 608
  • [26] Numerical Study of the Bond Strength Evolution of Corroded Reinforcement in Concrete in Pull-Out Tests
    El Alami, Eliass
    Fekak, Fatima-Ezzahra
    Garibaldi, Luigi
    Moustabchir, Hassane
    Elkhalfi, Ahmed
    Scutaru, Maria Luminita
    Vlase, Sorin
    APPLIED SCIENCES-BASEL, 2022, 12 (02):
  • [27] BEAM BOND TESTS OF GFRP AND STEEL REINFORCEMENT TO CONCRETE
    Szczech, D.
    Kotynia, R.
    ARCHIVES OF CIVIL ENGINEERING, 2018, 64 (04) : 243 - 256
  • [28] Limit on strength of normal weight concrete
    Banks, G
    PCI JOURNAL, 2002, 47 (02): : 112 - 112
  • [29] Limit on strength of normal weight concrete
    Ghosh, SK
    PCI JOURNAL, 2001, 46 (06): : 112 - 117
  • [30] Influence of loading condition and reinforcement size on the concrete/reinforcement bond strength
    Turk, K
    Caliskan, S
    Yildirim, MS
    STRUCTURAL ENGINEERING AND MECHANICS, 2005, 19 (03) : 337 - 346