Unbonded Tendons as an Alternative for Bonded Tendons in Post-Tensioned Bridges: Constructability, Structural Performance, and Monitoring

被引:0
|
作者
Abdullah, A. B. M. [1 ]
Rice, Jennifer A. [1 ]
Bhatia, Rahul [2 ]
Brenkus, Natassia R. [1 ]
Hamilton, H. R. [1 ]
机构
[1] Univ Florida, Dept Civil & Coastal Engn, Gainesville, FL 32611 USA
[2] Baxi Engn Inc, Houston, TX 77040 USA
关键词
Tendon; Strand; Bridge; Post-tensioning; Bonded; Unbonded; Wire breaks;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bonded post-tensioning tendons are used extensively in segmental bridge construction and have generally provided satisfactory service with respect to durability. However, multiple tendon failures in U.S. bridges with grouted tendons have led to the exploration of other forms of corrosion protection. One potential option is to use flexible fillers inside the tendon duct instead of cement grout that do not bond the prestressing strands to the concrete section. The use of these unbonded tendons not only affects the ultimate strength, fatigue, and serviceability behavior of structural systems, but also encourages efficient monitoring methods and facilitates tendon replacement during the structure's service life. The current bridge design code, however, does not explicitly address flexible fillers, and little guidance is given regarding unbonded tendons in general. To evaluate the structural performance of unbonded tendons, full-scale experiments were conducted with both external and internal I-girder specimens having deviated tendon profile. These investigations provide important information on structural behavior of unbonded systems as well as tendon constructability, and can assist in the preparation of material and construction specifications. Multiple laboratory experiments were conducted with commercially available flexible fillers to examine the constructability of unbonded tendons. These experiments focused on tendon and duct detailing, filler material preparation, injection process and equipment, and venting procedures. An analytical investigation was also performed to compute the rate of cooling of flexible fillers during injection, which is a critical parameter to ensure that flow clogging does not occur. In addition, a promising tendon monitoring algorithm has been developed that uses the strain variations in the wedge plates caused by load relief due to corrosion-induced wire breaks. Extensive analytical and experimental investigations demonstrate the method's feasibility in detecting, locating, and quantifying tendon damage.
引用
收藏
页码:506 / 516
页数:11
相关论文
共 50 条
  • [21] 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
  • [22] Experimental study of stress increase of unbonded tendons in continuous post-tensioned concrete beams
    Nakari, Tarja
    Tulonen, Joonas
    Laaksonen, Anssi
    STRUCTURAL CONCRETE, 2025,
  • [23] 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
  • [24] Flexural response of UHPC beams post-tensioned with internal unbonded tendons: Experimental study
    Dogu, Mehmet
    Menkulasi, Fatmir
    ENGINEERING STRUCTURES, 2023, 296
  • [25] Determination of the Economical Reinforcement for Flat Slabs in Post-tensioned Concrete with Unbonded Tendons.
    Kordina, Karl
    Teutsche, Manfred
    Hegger, Josef
    Deutscher Ausschuss fuer Stahlbeton, 1984, (355): : 135 - 184
  • [26] Probabilistic capacity models for corroding strands in Post-Tensioned bridges with voided tendons
    Pillai, R. G.
    Gardoni, P.
    Hueste, M.
    Reinschmidt, K.
    Trejo, D.
    APPLICATIONS OF STATISICS AND PROBABILITY IN CIVIL ENGINEERING, 2007, : 469 - 470
  • [27] COUPLING JOINTS OF PRESTRESSING TENDONS IN CONTINUOUS POST-TENSIONED CONCRETE BRIDGES.
    Seible, Frieder
    Transportation Research Record, 1985, : 43 - 49
  • [28] Friction loss of CFRP post-tensioned tendons
    Burke, B
    Nelson, J
    Dolan, C
    ADVANCED COMPOSITE MATERIALS IN BRIDGES AND STRUCTURES, 2000, : 249 - 257
  • [29] ANALYSIS FOR FORCES IN SUPPORTS TO EXPOSED TENDONS IN POST-TENSIONED PRESTRESSED CONCRETE BRIDGES
    WILBY, CB
    JENNINGSBRAMLY, JA
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1979, 67 (JUN): : 567 - 571
  • [30] Prestressed active post-tensioned tendons control for bridges under moving loads
    Bani-Hani, Khaldoon A.
    Alawneh, Musa R.
    STRUCTURAL CONTROL & HEALTH MONITORING, 2007, 14 (03): : 357 - 383