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Field Evaluation of Decommissioned Noncomposite Steel Girder Bridge |
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| Authors: | David V Jáuregui Joseph A Yura Karl H Frank Sharon L Wood |
| Affiliation: | 1Assistant Professor, Dept. of Civil and Geological Engineering, New Mexico State Univ., Las Cruces, NM?88003 (corresponding author). 2Cockrell Family Regents Chair in Engineering, Civil Engineering Dept., Univ. of Texas, Austin, TX?78712. 3Warren S. Bellows Centennial Professor in Civil Engineering, Civil Engineering Dept., Univ. of Texas, Austin, TX?78712. 4Professor, Civil Engineering Dept., Univ. of Texas, Austin, TX?78712. |
| Abstract: | Field tests conducted on a noncomposite steel girder bridge are described. Two separate 36.6 m (120 ft) units, each three-span continuous, were subjected to increasing static loads by means of a trailer and concrete barriers. Results show that the girders acted as partially composite sections in the positive moment region up to the onset of yield. Due to curb participation and the transverse location of the applied load, exterior girders exhibited a higher degree of partially composite action. In the negative moment region, partially composite action was evident only in the exterior girders. As a result of partially composite action and curb participation, the yield load was about 7% higher than predicted. Bearing restraint is shown not to have a significant impact on the behavior of the tested bridges. In addition, the stiffness of the interior girders, as measured under the constant weight of a dump truck, are shown to be virtually unaffected by the heavy trailer loads. More significant changes in girder stiffness were observed between different transverse load positions of the dump truck. |
| Keywords: | Bridges girder Bridges steel Load tests Overload Load distribution |