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    Empirical Design Rules for Effective Utilization of Orthotropic Decks 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 002
    Author(s): Roman Wolchuk
    Publisher: American Society of Civil Engineers
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    Lessons from Weld Cracks in Orthotropic Decks on Three European Bridges 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Roman Wolchuk
    Publisher: American Society of Civil Engineers
    Abstract: Weld cracks in orthotropic decks with closed ribs on the Haseltal and Sinntal bridges in West Germany and on the Severn Crossing in the United Kingdom occurred at the intersections of the discontinuous ribs with the floor ...
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    Discussion of “Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks” by Robert J. Connor and John W. Fisher 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
    Author(s): Roman Wolchuk
    Publisher: American Society of Civil Engineers
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    Errata for “Discussion of ‘Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthotropic Bridge Decks by Robert J. Connor and John W. Fisher’ by Roman Wolchuk” 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003
    Author(s): Roman Wolchuk
    Publisher: American Society of Civil Engineers
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    Discussion of “I-35W Bridge Collapse” by S. Hao 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 004
    Author(s): Roman Wolchuk
    Publisher: American Society of Civil Engineers
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    Discussion of “Comparative Analysis of Bridge Superstructure Deterioration” by Roman Wolchuk 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Roman Wolchuk
    Publisher: American Society of Civil Engineers
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    Secondary Stresses in Closed Orthotropic Deck Ribs at Floor Beams 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Roman Wolchuk; Alexis Ostapenko
    Publisher: American Society of Civil Engineers
    Abstract: Analysis is made of the secondary flexural stresses in the walls of trapezoidal orthotropic steel deck ribs at the top of the floor beam web cutouts. These stresses are due to the transverse expansion of the bottom portions ...
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