Bond and development of deformed square reinforcing bars

被引:0
|
作者
Howell, Daniel A. [1 ]
Higgins, Christopher [1 ]
机构
[1] Oregon State Univ, Dept Civil Engn, Corvallis, OR 97331 USA
关键词
bond stress; development length; reinforcement;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Square deformed reinforcing bars were widely used prior to and during the transition to circular deformed reinforcing steel upon adoption of ASTM A 305-50, which standardized geometry, weight, deformation height, and spacing requirements. Bond stress and development lengths for deformed square bars have traditionally been computed as equivalent round bars of equal cross-sectional area and weight, although this approach has not been validated. Data is presented from archival research on deformed square and circular reinforcing bars both prior and subsequent to adoption and implementation of ASTM A 305-50 that provides information for assessment of bond and development of deformed square reinforcing bars in vintage and historic structures. Pullout test results show that deformed square bars exhibited average bond stress similar to those of round deformed bars. Based on the archival test results and the comparisons presented, treatment of deformed square bars as equivalent round bars for calculation of development length appears reasonable and conservative.
引用
收藏
页码:333 / 343
页数:11
相关论文
共 50 条
  • [41] BOND AND ANCHORAGE OF REINFORCING BARS UNDER CYCLIC LOADING
    POPOV, EP
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1984, 81 (04): : 340 - 349
  • [42] 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
  • [43] 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
  • [44] Bond strength of reinforcing bars considering failure mechanism
    Ka, Sun Beum
    Han, Sun-Jin
    Lee, Deuck Hang
    Choi, Seung-Ho
    Oh, Young-Hun
    Kim, Kang Su
    ENGINEERING FAILURE ANALYSIS, 2018, 94 : 327 - 338
  • [45] Bearing Angle Model for Bond of Reinforcing Bars in Concrete
    Choi, Oan Chul
    Choi, Hajin
    ACI STRUCTURAL JOURNAL, 2017, 114 (01) : 245 - 253
  • [46] Bond strength of reinforcing bars in reinforced Shotcrete.
    Warner, J
    ACI MATERIALS JOURNAL, 1998, 95 (02) : 196 - 197
  • [47] Local and global bond characteristics of steel reinforcing bars
    Haskett, Matthew
    Oehlers, Deric John
    Ali, M. S. Mohamed
    ENGINEERING STRUCTURES, 2008, 30 (02) : 376 - 383
  • [48] INFLUENCE OF RIB DIMENSIONS OF REINFORCING BARS ON BOND AND BENDABILITY
    SORETZ, S
    HOLZENBEIN, H
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1979, 76 (01): : 111 - 125
  • [49] BOND STRENGTH OF EPOXY-COATED REINFORCING BARS
    TREECE, RA
    JIRSA, JO
    ACI MATERIALS JOURNAL, 1989, 86 (02) : 167 - 174
  • [50] BOND STRESS ALONG LAPPED REINFORCING BARS - REPLY
    TEPFERS, R
    MAGAZINE OF CONCRETE RESEARCH, 1981, 33 (116) : 185 - 186