Experimental Evaluation of Vibration Response of External Post-Tensioned Tendons with Corrosion

被引:0
|
作者
Jun Ki Lee
Jun Won Kang
机构
[1] Samsung C&T Corporation,Engineering Team
[2] Hongik University,Dept. of Civil Engineering
来源
关键词
bridges; tendon; corrosion; frequency responses; vibration; damage;
D O I
暂无
中图分类号
学科分类号
摘要
This study investigates the vibration responses of external post-tensioned (PT) tendons based on experimental data. The vibration signals measured from four large-scale external post-tensioned tendon specimens subjected to localized corrosion until severe level of damage were accumulated. A series of impact tests was conducted to measure lateral vibration signals and the variation in the tension was continuously monitored using a load cell. The acquired vibration signals were evaluated using an axially-tensioned beam model in which the properties were varied to reflect the loss of tension and the reduction in the bending stiffness caused by corrosion damage. A comparison between the experimental data and the analytical results indicates that the natural frequencies were shifted as the residual tension decreased but were influenced by corresponding grout damage in a limited range. As a result, the frequency response was not appreciably affected by the damage level and the tension remained as the primary structural parameter of the external PT tendon with damage.
引用
收藏
页码:2561 / 2572
页数:11
相关论文
共 50 条
  • [31] Evaluation of the ultimate response of post-tensioned composite slabs
    Ranzi, G.
    MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES, 2018, : 408 - 411
  • [32] Experimental study of stress increase of unbonded tendons in continuous post-tensioned concrete beams
    Nakari, Tarja
    Tulonen, Joonas
    Laaksonen, Anssi
    STRUCTURAL CONCRETE, 2025,
  • [33] Post-tensioned Flat Slabs with Unbonded Tendons for Public Buildings
    Torok, Iosif
    Puskas, Attila
    Virag, Jacint
    12TH INTERNATIONAL CONFERENCE INTERDISCIPLINARITY IN ENGINEERING (INTER-ENG 2018), 2019, 32 : 102 - 109
  • [34] Response of post-tensioned concrete beams with unbonded tendons including serviceability and ultimate state
    Vu, N. A.
    Castel, A.
    Francois, R.
    ENGINEERING STRUCTURES, 2010, 32 (02) : 556 - 569
  • [35] Elongation Tolerance for Short Tendons in Post-Tensioned Building Structures
    Hayek, Carol
    Kang, Thomas H. -K.
    ACI STRUCTURAL JOURNAL, 2017, 114 (04) : 795 - 802
  • [36] Evaluation and Restoration of Corrosion-Damaged Post-Tensioned Concrete Structures
    Alsuwaidi, Hadif
    Al-Sadoon, Zaid A.
    Altoubat, Salah
    Barakat, Samer
    Junaid, M. Talha
    Maalej, Mohamed
    Metawa, Abdulrahman
    Habib, Ahed
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2024, 10 (12): : 3834 - 3850
  • [37] Fungal influenced corrosion of post-tensioned cables
    Little, B
    Staehle, R
    Davis, R
    INTERNATIONAL BIODETERIORATION & BIODEGRADATION, 2001, 47 (02) : 71 - 77
  • [38] Corrosion risk of bonded, post-tensioned concrete
    Salas, Ruben M.
    Schokker, Andrea J.
    West, Jeff S.
    Breen, John E.
    Kreger, Michael E.
    PCI JOURNAL, 2008, 53 (01): : 89 - 107
  • [39] Health Monitoring of Prestressing Tendons in Post-tensioned Concrete Structures
    Salamone, Salvatore
    Bartoli, Ivan
    Nucera, Claudio
    Phillips, Robert
    di Scalea, Francesco Lanza
    SENSORS AND SMART STRUCTURES TECHNOLOGIES FOR CIVIL, MECHANICAL, AND AEROSPACE SYSTEMS 2011, 2011, 7981
  • [40] Corroded post-tensioned beams with bonded tendons and wire failure
    Coronelli, Dario
    Castel, Arnaud
    Vu, Ngoc Anh
    Francois, Raoul
    ENGINEERING STRUCTURES, 2009, 31 (08) : 1687 - 1697