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Continuous Welded Rail Restraint on an Open-Deck Girder Bridge
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TD07-026
September 1, 2007
Authors
Richard Joy
David Read
Duane Otter
Tags
CWR
expansion joints
high strain rate applications
longitudinal resistance
rail anchors
rail gap
tie-to-girder interface
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Continuous Welded Rail Restraint on an Open-Deck Girder Bridge
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