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    Statistical Prediction of Center Negative Bending Capacity of Pretensioned Concrete Crossties 

    Source: Journal of Transportation Engineering, Part A: Systems:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Josué César Bastos; Marcus S. Dersch; J. Riley Edwards
    Publisher: ASCE
    Abstract: When concrete railway crossties are installed in North American freight track and subjected to flexural loads, center negative bending is one of the most critical demands. However, the ultimate flexural capacity at the ...
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    Degradation Mechanisms of Concrete Due to Water Flow in Cracks of Prestressed Railroad Sleepers under Cyclic Loading 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 004:;page 04022025
    Author(s): Josué César Bastos; Marcus S. Dersch; J. Riley Edwards
    Publisher: ASCE
    Abstract: Visual inspection and field experience from concrete railroad sleepers (crossties) provide evidence that cyclic loading of train axles accelerates their degradation in areas of high precipitation. Because prestressing ...
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    Flexural Behavior of Concrete Crossties under Different Support Conditions 

    Source: Journal of Transportation Engineering, Part A: Systems:;2017:;Volume ( 143 ):;issue: 012
    Author(s): Josué César Bastos; Marcus S. Dersch; J. Riley Edwards; Bassem O. Andrawes
    Publisher: American Society of Civil Engineers
    Abstract: Successful mapping of concrete crosstie flexural demands to different railroad track support conditions can lead to an improved understanding of crosstie flexural performance and more representative design requirements. ...
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