Bond of post-tensioning strands in case of grouting defects

被引:0
|
作者
Ferretti, Daniele [1 ]
Pagliari, Federico [1 ]
Belletti, Beatrice [1 ]
机构
[1] Univ Parma, Dept Engn & Architecture, Parco Area Sci 181-A, I-43124 Parma, Italy
关键词
Bond-slip; Post-tensioning; Tendon; Grout defect; Strand; PRESTRESSING STRAND; BEHAVIOR; LENGTH; DUCT;
D O I
10.1016/j.conbuildmat.2024.136133
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigates the problem of bond in post-tensioning strands in the presence of grout injection defects. In particular, the paper describes a campaign of experimental pull -out tests with a single 7-wire steel strand in the centre of a galvanised sheet metal duct with no grouting defects and with 25% and 50% defects, i.e. voids in the cross -section area of the grout. The grouted length is short in order to obtain a local bond-slip relationship. This relationship has an initial branch followed by a jump descent and a subsequent growing branch in the form of a sawtooth. The experimental data are used to define a specific bond-slip relationship that takes into account the presence of defects. The results show that the obtained bond-slip law is very different from those proposed in the literature for the case of ribbed steel bars. Furthermore, the defects cause a decrease in bond stresses and a flattening of the shape of bond-slip curves.
引用
收藏
页数:10
相关论文
共 50 条
  • [1] GROUTING OF POST-TENSIONING TENDONS
    SCHUPACK, M
    [J]. CIVIL ENGINEERING, 1978, 48 (03): : 72 - 73
  • [2] GROUTING POST-TENSIONING DUCTS
    不详
    [J]. CONCRETE CONSTRUCTION, 1983, 28 (04): : 337 - 339
  • [3] POST-TENSIONING
    HANUSCHAK, W
    [J]. CIVIL ENGINEERING, 1983, 53 (03): : 30 - 30
  • [4] Parameters Influencing Corrosion and Tension Capacity of Post-Tensioning Strands
    Trejo, David
    Pillai, Radhakrishna G.
    Hueste, Mary Beth D.
    Reinschmidt, Kenneth F.
    Gardoni, Paolo
    [J]. ACI MATERIALS JOURNAL, 2009, 106 (02) : 144 - 153
  • [5] Strengthening RC Frames against Disproportionate Collapse by Post-Tensioning Strands
    Qian, Kai
    Li, Zong-Ze
    Cen, Fei-Xuan
    Li, Bing
    [J]. STRUCTURES CONFERENCE 2018: BLAST, IMPACT LOADING, AND RESPONSE; AND RESEARCH AND EDUCATION, 2018, : 283 - 290
  • [6] Monitoring of Grouting Compactness in a Post-Tensioning Tendon Duct Using Piezoceramic Transducers
    Jiang, Tianyong
    Kong, Qingzhao
    Wang, Wenxi
    Huo, Linsheng
    Song, Gangbing
    [J]. SENSORS, 2016, 16 (08)
  • [7] GROUTING TESTS ON LARGE POST-TENSIONING TENDONS FOR SECONDARY NUCLEAR CONTAINMENT STRUCTURES
    SCHUPACK, M
    [J]. JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1971, 16 (02): : 85 - &
  • [8] A case study of replacement of external post-tensioning cables
    Rammer, Yves
    Espion, Bernard
    [J]. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2014, 167 (03) : 183 - 192
  • [9] COLD WEATHER CEMENT GROUTING AND POST-TENSIONING - HAUSER LAKE DAM, MONTANA - DISCUSSION
    SCHUPACK, M
    [J]. JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1985, 82 (06): : 938 - 938
  • [10] Monitoring of Grouting Compactness in a Post-Tensioning Curve Tendon Duct Using Piezoceramic Transducers
    Jiang, Tianyong
    Jiang, Bin
    Zhang, Yaowen
    Tian, Zhongchu
    Song, Gangbing
    [J]. EARTH AND SPACE 2021: MATERIALS, STRUCTURES, DYNAMICS, AND CONTROL IN EXTREME ENVIRONMENTS, 2021, : 307 - 320