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    Minimizing Fatigue and Fracture in Steel Bridges 

    Source: Journal of Engineering Materials and Technology:;1980:;volume( 102 ):;issue: 001:;page 20
    Author(s): J. W. Fisher; K. H. Frank; B. T. Yen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Steel bridges are subjected to live loads which produce variable stress ranges in bridge components. At welded bridge details, the existence of initial defects and residual stresses eliminate ...
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    Bridge Stay Cable Corrosion Protection. I: Grout Injection and Load Testing 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): H. R. Hamilton, III; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: This paper is the first of two companion papers that cover the results of corrosion and structural testing of eight large-scale stay cable specimens. Four of the specimens had the traditional stay-cable corrosion protection ...
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    Bridge Stay Cable Corrosion Protection. II: Accelerated Corrosion Tests 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): H. R. Hamilton, III; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: This paper is the second of two companion papers that cover the results of corrosion and structural testing of eight large-scale stay cable specimens. Four of the specimens had the traditional system of portland cement ...
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    Corrosion Testing of Grout for Posttensioning Ducts and Stay Cables 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): H. R. Hamilton III; H. G. Wheat; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: Grout mixes using commercially available antibleed admixtures were tested for fresh properties and subsequently corrosion tested using anodic polarization to accelerate the corrosion process. Commercial admixtures that are ...
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    Bending Fatigue of Cable Stays 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
    Author(s): J. Dowd; M. Poser; K. H. Frank; S. L. Wood; E. B. Williamson
    Publisher: American Society of Civil Engineers
    Abstract: Large amplitude stay-cable vibrations have been observed numerous times in the past few years in two long-span cable-stayed bridges in Texas: the Veterans Memorial Bridge near Port Arthur and the Fred Hartman Bridge near ...
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