The Importance in Load Positioning During Experimental Load Testing of Highway Bridges

被引:0
|
作者
Gangone, M. V. [1 ]
Whelan, M. J. [2 ]
Janoyan, K. D. [3 ]
Minnetyan, L. [3 ]
机构
[1] Univ Texas Tyler, Dept Civil Engn, Tyler, TX 75799 USA
[2] Univ N Carolina, Dept Civil & Environm Engn, Charlotte, NC 28223 USA
[3] Clarkson Univ, Dept Civil & Environm Engn, Potsdam, NY 13699 USA
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Experimental load rating and testing of highway bridges is the most common approach for determining the load capacity a bridge can withstand. In many respects, it is a method of determining the suitability of a bridge to be in-service. Strain transducers are positioned at various critical locations of the structure to capture parameters such as neutral axis of bending, transverse load distribution factors, impact factors and end fixity. The bridge is loaded at predetermined locations using a calibrated test vehicle. One such problem that can exist however, particularly in heavily deteriorated bridges, is the load may not adequately shed to all structural members. As a result, the strain measurements may be fairly low and be significantly affected by any noise within the sensor system. This paper discusses the field testing of a 3 span simply supported bridge superstructure at the end of its service life. Substantial deterioration from corrosion of the steel girders and heavy spalling of the bridge deck were noted at the time of testing. A load test was completed with a custom developed wireless sensing system monitoring strain at the midspan of each girder. Neutral axis of bending, transverse load distribution factors and impact factor response were each determined using methods outlined in department of transportation protocols. Upon processing of the data it was noted that the system produced +/- 0.1 microstrain of peak-to-peak noise. Select load cases illustrated the inability of some load to adequately shed to an exterior girder. This, in effect, reduced the signal strength of the actual strain measurement by highlighting the measurement noise. A sensitivity analysis is discussed to show what effect +/- 0.1 microstrain has in determining the accuracy of the neutral axis, distribution factor and load rating of the bridge. This paper demonstrates the importance of vehicle positioning when determining the appropriate load testing values used in load rating.
引用
收藏
页码:628 / +
页数:3
相关论文
共 50 条
  • [31] Assessment of precast stringer highway bridges using mean load method
    Panesar, Daman K.
    Bartlett, F. Michael
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 2006, 33 (11) : 1359 - 1367
  • [32] Research on the general method for extrapolating traffic load effects for highway bridges
    Chen, Weizhen
    Xie, Zhenlin
    Yan, Bochong
    [J]. STAHLBAU, 2014, 83 (03) : 186 - 198
  • [33] Plastic load bearing capacity of composite highway bridges with stiffened webs
    Unterweger, Harald
    Lechner, Andreas
    Greiner, Richard
    [J]. STAHLBAU, 2009, 78 (10) : 706 - 719
  • [34] Load Effect of Automated Truck Platooning on Highway Bridges and Loading Strategy
    Ling, Tianyang
    Deng, Lu
    He, Wei
    Wu, Haibing
    Deng, Jiayu
    [J]. SENSORS, 2022, 22 (20)
  • [35] Modified Traffic Load Models for the Calculation of Highway Bridges with short Spans
    Nowak, Marcel
    [J]. BETON- UND STAHLBETONBAU, 2017, 112 (07) : 467 - 467
  • [36] FATIGUE LOAD MODEL FOR HIGHWAY BRIDGES IN HEAVILY LOADED AREAS OF CHINA
    Chen, Wei-zhen
    Xu, Jun
    Yan, Bo-chong
    Wang, Zhi-ping
    [J]. ADVANCED STEEL CONSTRUCTION, 2015, 11 (03): : 322 - 333
  • [37] State-of-the-art on load testing of concrete bridges
    Lantsoght, Eva O. L.
    van der Veen, Cor
    de Boer, Ane
    Hordijk, Dick A.
    [J]. ENGINEERING STRUCTURES, 2017, 150 : 231 - 241
  • [38] Strength evaluation of prestressed concrete bridges by load testing
    Hernandez, E. S.
    Myers, J. J.
    [J]. LIFE-CYCLE ANALYSIS AND ASSESSMENT IN CIVIL ENGINEERING: TOWARDS AN INTEGRATED VISION, 2019, : 169 - 176
  • [39] Monitoring structural responses during proof load testing of reinforced concrete bridges: A review
    Garnica, G. I. Zarate
    Zhang, F.
    Yang, Y.
    van der Veen, C.
    Lantsoght, E. O. L.
    Naaktgeboren, M.
    Fennis, S. A. A. M.
    [J]. BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, LIFE-CYCLE SUSTAINABILITY AND INNOVATIONS, 2021, : 2339 - 2346
  • [40] New AASHTO Guide Manual for Load and Resistance Factor Rating of Highway Bridges
    Minervino, Charles
    Sivakumar, Bala
    Moses, Fred
    Mertz, Dennis
    Edberg, William
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2004, 9 (01) : 43 - 54