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
  • [41] Computing continuous load rating factors for bridges using structural health monitoring data
    Hadi T. Al-Khateeb
    Harry W. Shenton
    Michael J. Chajes
    Journal of Civil Structural Health Monitoring, 2018, 8 : 721 - 735
  • [42] Computing continuous load rating factors for bridges using structural health monitoring data
    Al-Khateeb, Hadi T.
    Shenton, Harry W.
    Chajes, Michael J.
    JOURNAL OF CIVIL STRUCTURAL HEALTH MONITORING, 2018, 8 (05) : 721 - 735
  • [43] Load rating of box girder bridges based on rapid testing using moving loads
    Zhou, Hong
    Yang, Dong-Hui
    Yi, Ting-Hua
    Li, Hong -Nan
    SMART STRUCTURES AND SYSTEMS, 2023, 32 (06) : 371 - 382
  • [44] Strategies for load rating of infrastructure populations: a case study on T-beam bridges
    Catbas, F. N.
    Ciloglu, S. K.
    Aktan, A. E.
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2005, 1 (03) : 221 - 238
  • [45] Structural Stiffness Identification of Skewed Slab Bridges with Limited Information for Load Rating Purpose
    Bagheri, Abdollah
    Alipour, Mohamad
    Usmani, Salman
    Ozbulut, Osman E.
    Harris, Devin K.
    DYNAMICS OF CIVIL STRUCTURES, VOL 2, 2017, : 243 - 249
  • [46] Numerical load rating of reinforced. concrete compression members - Demonstration with Connecticut Arch Bridges
    Ranasinghe, AP
    Gottshall, WL
    DESIGN OF STRUCTURES 2002: BRIDGES, OTHER STRUCTURES, AND HYDRAULICS AND HYDROLOGY, 2002, (1814): : 145 - 153
  • [47] Reliability-Based Dynamic Load Allowance for Capacity Rating of Prestressed Concrete Girder Bridges
    Deng, Lu
    Cai, C. S.
    Barbato, Michele
    JOURNAL OF BRIDGE ENGINEERING, 2011, 16 (06) : 872 - 880
  • [48] LRFD Approach for Load Rating US Army-Owned Bridges That Require Engineering Judgment
    McCluskey, Monica A.
    Muller, Joshua W.
    TRANSPORTATION RESEARCH RECORD, 2022,
  • [49] Effect of Nonstructural Elements on Lateral Load Distribution and Rating of Slab and T-Beam Bridges
    Ravazdezh, Faezeh
    Seok, Seungwook
    Haikal, Ghadir
    Ramirez, Julio A.
    JOURNAL OF BRIDGE ENGINEERING, 2021, 26 (09)
  • [50] EFFICIENT FIELD TESTING AND LOAD RATING OF SHORT-SPAN AND MEDIUM-SPAN BRIDGES
    SCHULZ, JL
    COMMANDER, B
    GOBLE, GG
    FRANGOPOL, DM
    STRUCTURAL ENGINEERING REVIEW, 1995, 7 (03): : 181 - 194