Instrumentation for load rating of bridges

被引:0
|
作者
Fuchs, PA [1 ]
Chase, SB [1 ]
机构
[1] Fed Highway Adm, Turner Fairbank Highway Res Ctr, Mclean, VA 22101 USA
关键词
load rating; bridges; strain; deflection; laser radar; wireless data acquisition; spread spectrum;
D O I
10.1117/12.300122
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A large percentage of the nation's bridges are classified as structurally deficient or functionally obsolete. Many bridges are classified as such due to the bridge's load rating. However, the vast majority of bridges are not actually tested to determine their load capacity. In general, actually testing a structure to determine the load rating is time consuming and expensive. As a result only a low number of bridges can be tested. A main time consuming portion of the load test is the setup of conventional instrumentation to monitor the status of the bridge under test. Typically strain gages and LVDT (or similar) deflection transducers are used. Instrumentation which would allow rapid load testing of bridges is currently being developed and tested at the Federal Highway Administration. This instrumentation includes wireless data acquisition systems interfaced with clamp-on strain gages, which can be placed at a measurement location in a matter of minutes. Also, the instrumentation includes a remote laser-based deflection measurement system. The combination of the two types of instrumentation, wireless data acquisition and laser-based deflection measurements, has the potential to allow a greater number of structures to be load rated giving a more accurate picture of the health of the nation's bridges.
引用
收藏
页码:498 / 505
页数:8
相关论文
共 50 条
  • [21] Methodology for Load Rating of Damaged Double-Tee Girder Bridges
    Rimal, Sandip
    Kidd, Brian
    Tazarv, Mostafa
    Seo, Junwon
    Wehbe, Nadim
    JOURNAL OF BRIDGE ENGINEERING, 2021, 26 (01)
  • [22] A nondestructive method for load rating of bridges without structural properties and plans
    Bagheri, Abdollah
    Alipour, Mohamad
    Ozbulut, Osman E.
    Harris, Devin K.
    ENGINEERING STRUCTURES, 2018, 171 : 545 - 556
  • [23] Implementation plan for load rating prestressed concrete bridges without plans
    Aguilar, C. V.
    Jauregui, D. V.
    Weldon, B. D.
    Newtson, C. M.
    MAINTENANCE, MONITORING, SAFETY, RISK AND RESILIENCE OF BRIDGES AND BRIDGE NETWORKS, 2016, : 400 - 400
  • [24] Integrated Superstructure-Substructure Load Rating for Bridges with Foundation Movements
    Davis, Nathan T.
    Hoomaan, Ehssan
    Sanayei, Masoud
    Agrawal, Anil K.
    Jalinoos, Farrokh
    JOURNAL OF BRIDGE ENGINEERING, 2018, 23 (05)
  • [25] Assessment of Provisions for Load Rating Gusset Plates in Steel Truss Bridges
    Yang, Chan
    Lou, Peng
    Nassif, Hani
    TRANSPORTATION RESEARCH RECORD, 2021, 2675 (12) : 663 - 675
  • [26] Estimating the Load Rating of Reinforced Concrete Slab Bridges Without Plans
    Ruiz, Edgardo
    Freyne, Seamus
    TRANSPORTATION RESEARCH RECORD, 2022, 2676 (09) : 502 - 512
  • [27] Evaluation of rating factors for steel cable-stayed bridges using load and resistant factor rating
    Choi, Dong-Ho
    Yoo, Hoon
    Shin, Jay-In
    Lee, Joung-Sun
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2007, 7 (02) : 109 - 118
  • [28] Probabilistic load-modelling and reliability-based load-rating for existing bridges
    Reid, S. G.
    Yaiaroon, N.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, RESILIENCE AND SUSTAINABILITY, 2012, : 660 - 667
  • [29] Simple Procedure for Load Rating Reinforced Concrete Slab Bridges without Plans
    Cuaron, Alain M.
    Jauregui, David, V
    Weldon, Brad D.
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2020, 34 (05)
  • [30] Time-dependent interaction between load rating and reliability of deteriorating bridges
    Akgül, F
    Frangopol, DM
    ENGINEERING STRUCTURES, 2004, 26 (12) : 1751 - 1765