Barrett, A. S., Kim, H., & Frank, K. H. (2009). Field test and finite element of I-345 bridge in Dallas (Report No. FHWA/TX-10/5-4124-01-2). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/18283
Barrett, Amy Smith, Hyeong Kim, and Karl H. Frank. Field test and finite element of I-345 bridge in Dallas. Report no. FHWA/TX-10/5-4124-01-2. University of Texas at Austin. Center for Transportation Research, 2009. https://rosap.ntl.bts.gov/view/dot/18283.
Barrett, Amy Smith, et al. Field test and finite element of I-345 bridge in Dallas. University of Texas at Austin. Center for Transportation Research, 2009, Report no. FHWA/TX-10/5-4124-01-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/18283.
This report documents a field test to determine the stresses at areas where fatigue cracks had formed in the
;
bridges. Two bridges were instrumented and subjected to controlled truck traffic. In addition, the service fatigue
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stresses were evaluated by monitoring the stresses for a 1 week period after the controlled truck testing. A three
;
dimensional finite element model was constructed of each bridge. The stresses from the field tests and the model
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were compared. The floor beams were found to behave as composite with the bridge deck when the truck loads
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were near floor beams. The local stress at the critical sections was in reasonable agreement between the field and
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analytical results. Proposed retrofit schemes were evaluated in the analytical model. In general, the proposed
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schemes appear to reduce the stresses at the critical locations, however high stresses are generated in other areas
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that have not cracked. The unsymmetrical support conditions of some of the girder units cause twisting of bridge
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section. Adding of additional supports to make the bridge support symmetrical will also improve fatigue
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performance of the bridge.
Barrett, A. S., Kim, H., & Frank, K. H. (2009). Field test and finite element of I-345 bridge in Dallas (Report No. FHWA/TX-10/5-4124-01-2). University of Texas at Austin. Center for Transportation Research. https://rosap.ntl.bts.gov/view/dot/18283
Barrett, Amy Smith, Hyeong Kim, and Karl H. Frank. Field test and finite element of I-345 bridge in Dallas. Report no. FHWA/TX-10/5-4124-01-2. University of Texas at Austin. Center for Transportation Research, 2009. https://rosap.ntl.bts.gov/view/dot/18283.
Barrett, Amy Smith, et al. Field test and finite element of I-345 bridge in Dallas. University of Texas at Austin. Center for Transportation Research, 2009, Report no. FHWA/TX-10/5-4124-01-2, ROSA P. https://rosap.ntl.bts.gov/view/dot/18283.
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