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Very Cold Weather Testing of Thermal Efffects of CWR on a Five-Span Deck Girder Bridge with Frozen Bearings
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TD15-041
November 1, 2015
Authors
Richard Joy
Curt Mademann
Duane Otter
Tags
Bridges
continuous welded rail
elastic rail fasteners
rail forces
rail longitudinal movement
rail temperature
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Very Cold Weather Testing of Thermal Efffects of CWR on a Five-Span Deck Girder Bridge with Frozen Bearings
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