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    Strength and Serviceability of FRP Grid Reinforced Bridge Decks 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 006
    Author(s): Joseph Robert Yost; Edwin R. Schmeckpeper
    Publisher: American Society of Civil Engineers
    Abstract: The research presented in this paper evaluates the flexural performance of bridge deck panels reinforced with 2D fiber-reinforced polymer (FRP) grids. Two different FRP grids were investigated, one reinforced with a hybrid ...
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    Single-Span Prestressed Girder Bridge: LRFD Design and Comparison 

    Source: Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 001
    Author(s): Richard J. Nielsen; Edwin R. Schmeckpeper
    Publisher: American Society of Civil Engineers
    Abstract: This report summarizes the comparative design of a single-span AASHTO Type III girder bridge under the
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    Flexural Performance of Concrete Beams Reinforced with FRP Grids 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 001
    Author(s): Joseph Robert Yost; Charles H. Goodspeed; Edwin R. Schmeckpeper
    Publisher: American Society of Civil Engineers
    Abstract: This paper evaluates the flexural performance of simply supported concrete beams subjected to four-point monotonic loading and reinforced with a 2D fiber-reinforced plastic (FRP) grid. The main parameter of the study is ...
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    Short- and Long-Term Effects of Element Costs and Failure Costs in <i>Pontis</i> 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    Author(s): Jarrod H. Milligan; Richard J. Nielsen; Edwin R. Schmeckpeper
    Publisher: American Society of Civil Engineers
    Abstract: Experts familiar with bridge maintenance in Idaho estimated unit costs for
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