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    Determination of Prestressing Force in Railway Concrete Sleepers Using Dynamic Relaxation Technique 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author(s): Alex M. Remennikov; Sakdirat Kaewunruen
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed concrete sleepers (or railroad ties) are designed to carry and transfer the wheel loads from the rails to the track foundation. Over a period of time, a railway track could experience various types of static ...
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    Dynamic Crack Propagations in Prestressed Concrete Sleepers in Railway Track Systems Subjected to Severe Impact Loads 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Sakdirat Kaewunruen; Alex M. Remennikov
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed concrete sleepers (or railroad ties) are the crosstie beam support in railway track systems. They are designed and constructed under flexural constraints in order to carry and transfer the dynamic wheel loads ...
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    Response of Foam- and Concrete-Filled Square Steel Tubes under Low-Velocity Impact Loading 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 005
    Author(s): Alex M. Remennikov; Sih Ying Kong; Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of experimental and numerical studies of the comparative behavior of square hollow section (SHS) tubes filled with rigid polyurethane foam (RPF) and concrete undergoing transverse impact ...
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    Greener and Leaner—Unleashing Capacity of Railroad Concrete Ties via Limit States Concept 

    Source: Journal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 004
    Author(s): Sakdirat Kaewunruen; Alex M. Remennikov; Martin H. Murray
    Publisher: American Society of Civil Engineers
    Abstract: New knowledge has raised a concern about the cost-ineffective design methods and the true performance of railroad prestressed concrete ties. Because of previous knowledge deficiencies, railway civil and track engineers ...
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    Experimental Study on FRP-Strengthened Steel Tubular Members under Lateral Impact 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author(s): Md Iftekharul Alam; Sabrina Fawzia; Xiao-Ling Zhao; Alex M. Remennikov
    Publisher: American Society of Civil Engineers
    Abstract: Hollow structural members are highly vulnerable structural components subjected to transverse impact loads. These tubular members have been used widely in both onshore and offshore structures where lateral impact forces ...
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    Numerical Modeling and Performance Assessment of FRP-Strengthened Full-Scale Circular-Hollow-Section Steel Columns Subjected to Vehicle Collisions 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 003
    Author(s): Md Iftekharul Alam; Sabrina Fawzia; Xiao-Ling Zhao; Alex M. Remennikov
    Publisher: ASCE
    Abstract: Axial load-bearing structural members often experience significant damage or failure when subjected to moving-vehicle or vessel collisions. Hollow steel tubular columns are highly vulnerable under transverse impact loading. ...
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